agartala staad-1

Monday, April 19, 2010, 02:13 PM

PAGE NO. 1

**************************************************** * * * STAAD.Pro * * Version 2006 Bld 1002.US * * Proprietary Program of * * Research Engineers, Intl. * * Date= APR 19, 2010 * * Time= 14:11:12 * * * * USER ID: xyz * ****************************************************

1. STAAD SPACEINPUT FILE: Agartala STAAD-1.STD 2. START JOB INFORMATION 3. ENGINEER DATE 12-APR-10 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 1 0 0 0; 2 1.4 0 0; 3 2.80001 0 0; 4 4.2000 1 0 0; 5 5.60001 0 0; 6 7.00001 0 0 9. 7 8.40002 0 0; 8 9.00002 0 0; 9 9.00002 0 2 .5; 10 12.5 0 2.5; 11 15 0 2.5 10. 12 15 0 4.50001; 13 15 0 7.40001; 14 12.5 0 7.40001; 15 12.5 0 11.6 11. 16 9.00002 0 11.6; 17 5.60001 0 11.6; 18 2. 80001 0 11.6; 19 9.00002 0 7.90001 12. 20 0 0 4.50001; 21 2.80001 0 4.50001; 22 0 0 7.90002; 23 2.80001 0 7.90002 13. 24 9.00002 0 4.50001; 25 12.5 0 7.90001; 26 12.5 0 4.50001; 27 0 3.30001 0 14. 28 1.4 3.30001 0; 29 2.80001 3.30001 0; 30 4.20001 3.30001 0 15. 31 5.60001 3.30001 0; 32 7.00001 3.30001 0; 33 8.40002 3.30001 0 16. 34 9.00002 3.30001 0; 35 9.00002 3.30001 2. 5; 36 12.5 3.30001 2.5 17. 37 15 3.30001 2.5; 38 15 3.30001 4.50001; 3 9 15 3.30001 7.40001 18. 40 12.5 3.30001 7.40001; 41 12.5 3.30001 7. 90001; 42 12.5 3.30001 11.6 19. 43 9.00002 3.30001 11.6; 44 5.60001 3.30001 11.6; 45 2.80001 3.30001 11.6 20. 46 2.80001 3.30001 7.90002; 47 0 3.30001 7. 90002; 48 0 3.30001 4.50001 21. 49 2.80001 3.30001 4.50001; 50 9.00002 3.30 001 4.50001 22. 51 12.5 3.30001 4.50001; 52 9.00002 3.30001 7.90001; 53 0 6.60001 0 23. 54 1.4 6.60001 0; 55 2.80001 6.60001 0; 56 4.20001 6.60001 0 24. 57 5.60001 6.60001 0; 58 7.00001 6.60001 0; 59 8.40002 6.60001 0 25. 60 9.00002 6.60001 0; 61 9.00002 6.60001 2. 5; 62 12.5 6.60001 2.5 26. 63 15 6.60001 2.5; 64 15 6.60001 4.50001; 6 5 15 6.60001 7.40001 27. 66 12.5 6.60001 7.40001; 67 12.5 6.60001 7. 90001; 68 12.5 6.60001 11.6 28. 69 9.00002 6.60001 11.6; 70 5.60001 6.60001 11.6; 71 2.80001 6.60001 11.6 29. 72 2.80001 6.60001 7.90002; 73 0 6.60001 7. 90002; 74 0 6.60001 4.50001 30. 75 2.80001 6.60001 4.50001; 76 9.00002 6.60 001 4.50001 31. 77 12.5 6.60001 4.50001; 78 9.00002 6.60001 7.90001; 79 0 9.90002 0 32. 80 1.4 9.90002 0; 81 2.80001 9.90002 0; 82 4.20001 9.90002 0 33. 83 5.60001 9.90002 0; 84 7.00001 9.90002 0; 85 8.40002 9.90002 0 34. 86 9.00002 9.90002 0; 87 9.00002 9.90002 2. 5; 88 12.5 9.90002 2.5 35. 89 15 9.90002 2.5; 90 15 9.90002 4.50001; 9 1 15 9.90002 7.40001 36. 92 12.5 9.90002 7.40001; 93 12.5 9.90002 7. 90001; 94 12.5 9.90002 11.6 37. 95 9.00002 9.90002 11.6; 96 5.60001 9.90002 11.6; 97 2.80001 9.90002 11.6 38. 98 2.80001 9.90002 7.90002; 99 0 9.90002 7. 90002; 100 0 9.90002 4.50001 39. 101 2.80001 9.90002 4.50001; 102 9.00002 9. 90002 4.50001 40. 103 12.5 9.90002 4.50001; 104 9.00002 9.900 02 7.90001; 105 0 13.2 0

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STAAD SPACE -- PAGE NO. 2

41. 106 1.4 13.2 0; 107 2.80001 13.2 0; 108 4.2 0001 13.2 0; 109 5.60001 13.2 0 42. 110 7.00001 13.2 0; 111 8.40002 13.2 0; 112 9.00002 13.2 0 43. 113 9.00002 13.2 2.5; 114 12.5 13.2 2.5; 11 5 15 13.2 2.5; 116 15 13.2 4.50001 44. 117 15 13.2 7.40001; 118 12.5 13.2 7.40001; 119 12.5 13.2 7.90001 45. 120 12.5 13.2 11.6; 121 9.00002 13.2 11.6; 122 5.60001 13.2 11.6 46. 123 2.80001 13.2 11.6; 124 2.80001 13.2 7.9 0002; 125 0 13.2 7.90002 47. 126 0 13.2 4.50001; 127 2.80001 13.2 4.5000 1; 128 9.00002 13.2 4.50001 48. 129 12.5 13.2 4.50001; 130 9.00002 13.2 7.9 0001; 131 0 16.5 0; 132 1.4 16.5 0 49. 133 2.80001 16.5 0; 134 4.20001 16.5 0; 135 5.60001 16.5 0; 136 7.00001 16.5 0 50. 137 8.40002 16.5 0; 138 9.00002 16.5 0; 139 9.00002 16.5 2.5 51. 140 12.5 16.5 2.5; 141 15 16.5 2.5; 142 15 16.5 4.50001; 143 15 16.5 7.40001 52. 144 12.5 16.5 7.40001; 145 12.5 16.5 7.9000 1; 146 12.5 16.5 11.6 53. 147 9.00002 16.5 11.6; 148 5.60001 16.5 11. 6; 149 2.80001 16.5 11.6 54. 150 2.80001 16.5 7.90002; 151 0 16.5 7.9000 2; 152 0 16.5 4.50001 55. 153 2.80001 16.5 4.50001; 154 9.00002 16.5 4.50001; 155 12.5 16.5 4.50001 56. 156 9.00002 16.5 7.90001; 157 0 19.8 0; 158 1.4 19.8 0; 159 2.80001 19.8 0 57. 160 4.20001 19.8 0; 161 5.60001 19.8 0; 162 7.00001 19.8 0; 163 8.40002 19.8 0 58. 164 9.00002 19.8 0; 165 9.00002 19.8 2.5; 1 66 12.5 19.8 2.5; 167 15 19.8 2.5 59. 168 15 19.8 4.50001; 169 15 19.8 7.40001; 1 70 12.5 19.8 7.40001 60. 171 12.5 19.8 7.90001; 172 12.5 19.8 11.6; 173 9.00002 19.8 11.6 61. 174 5.60001 19.8 11.6; 175 2.80001 19.8 11. 6; 176 2.80001 19.8 7.90002 62. 177 0 19.8 7.90002; 178 0 19.8 4.50001; 179 2.80001 19.8 4.50001 63. 180 9.00002 19.8 4.50001; 181 12.5 19.8 4.5 0001; 182 9.00002 19.8 7.90001 64. 183 0 23.1 0; 184 1.4 23.1 0; 185 2.80001 2 3.1 0; 186 4.20001 23.1 0 65. 187 5.60001 23.1 0; 188 7.00001 23.1 0; 189 8.40002 23.1 0; 190 9.00002 23.1 0 66. 191 9.00002 23.1 2.5; 192 12.5 23.1 2.5; 19 3 15 23.1 2.5; 194 15 23.1 4.50001 67. 195 15 23.1 7.40001; 196 12.5 23.1 7.40001; 197 12.5 23.1 7.90001 68. 198 12.5 23.1 11.6; 199 9.00002 23.1 11.6; 200 5.60001 23.1 11.6 69. 201 2.80001 23.1 11.6; 202 2.80001 23.1 7.9 0002; 203 0 23.1 7.90002 70. 204 0 23.1 4.50001; 205 2.80001 23.1 4.5000 1; 206 9.00002 23.1 4.50001 71. 207 12.5 23.1 4.50001; 208 9.00002 23.1 7.9 0001; 209 2.80001 25.5 7.90002 72. 210 0 25.5 7.90002; 211 0 25.5 4.50001; 212 2.80001 25.5 4.50001 73. MEMBER INCIDENCES 74. 1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 6 7; 7 7 8; 8 8 9; 9 9 10; 10 10 11 75. 11 11 12; 12 12 13; 13 14 13; 14 14 25; 15 15 16; 16 16 17; 17 17 18; 18 18 23 76. 19 22 23; 20 22 20; 21 20 1; 22 20 21; 23 2 1 24; 24 24 26; 25 23 19; 26 25 15 77. 27 19 25; 28 9 24; 29 24 19; 30 19 16; 31 2 6 12; 32 10 26; 33 26 14; 34 3 21 78. 35 21 23; 36 27 28; 37 28 29; 38 29 30; 39 30 31; 40 31 32; 41 32 33; 42 33 34 79. 43 34 35; 44 35 36; 45 36 37; 46 37 38; 47 38 39; 48 40 39; 49 40 41; 50 42 43 80. 51 43 44; 52 44 45; 53 45 46; 54 47 46; 55 47 48; 56 48 27; 57 48 49; 58 49 50 81. 59 50 51; 60 46 52; 61 41 42; 62 52 41; 63 35 50; 64 50 52; 65 52 43; 66 51 38 82. 67 36 51; 68 51 40; 69 29 49; 70 49 46; 71 53 54; 72 54 55; 73 55 56; 74 56 57 83. 75 57 58; 76 58 59; 77 59 60; 78 60 61; 79 61 62; 80 62 63; 81 63 64; 82 64 65 84. 83 66 65; 84 66 67; 85 68 69; 86 69 70; 87 70 71; 88 71 72; 89 73 72; 90 73 74 85. 91 74 53; 92 74 75; 93 75 76; 94 76 77; 95 72 78; 96 67 68; 97 78 67; 98 61 76 86. 99 76 78; 100 78 69; 101 77 64; 102 62 77; 103 77 66; 104 55 75; 105 75 72 87. 106 79 80; 107 80 81; 108 81 82; 109 82 83; 110 83 84; 111 84 85; 112 85 86 88. 113 86 87; 114 87 88; 115 88 89; 116 89 90; 117 90 91; 118 92 91; 119 92 93 89. 120 94 95; 121 95 96; 122 96 97; 123 97 98; 124 99 98; 125 99 100; 126 100 79 90. 127 100 101; 128 101 102; 129 102 103; 130 98 104; 131 93 94; 132 104 93 91. 133 87 102; 134 102 104; 135 104 95; 136 10 3 90; 137 88 103; 138 103 92 92. 139 81 101; 140 101 98; 141 105 106; 142 10 6 107; 143 107 108; 144 108 109 93. 145 109 110; 146 110 111; 147 111 112; 148 112 113; 149 113 114; 150 114 115 94. 151 115 116; 152 116 117; 153 118 117; 154 118 119; 155 120 121; 156 121 122 95. 157 122 123; 158 123 124; 159 125 124; 160 125 126; 161 126 105; 162 126 127 96. 163 127 128; 164 128 129; 165 124 130; 166 119 120; 167 130 119; 168 113 128




97. 169 128 130; 170 130 121; 171 129 116; 172 114 129; 173 129 118; 174 107 127 98. 175 127 124; 176 131 132; 177 132 133; 178 133 134; 179 134 135; 180 135 136 99. 181 136 137; 182 137 138; 183 138 139; 184 139 140; 185 140 141; 186 141 142 100. 187 142 143; 188 144 143; 189 144 145; 190 146 147; 191 147 148; 192 148 149 101. 193 149 150; 194 151 150; 195 151 152; 196 152 131; 197 152 153; 198 153 154 102. 199 154 155; 200 150 156; 201 145 146; 202 156 145; 203 139 154; 204 154 156 103. 205 156 147; 206 155 142; 207 140 155; 208 155 144; 209 133 153; 210 153 150 104. 211 157 158; 212 158 159; 213 159 160; 214 160 161; 215 161 162; 216 162 163 105. 217 163 164; 218 164 165; 219 165 166; 220 166 167; 221 167 168; 222 168 169 106. 223 170 169; 224 170 171; 225 172 173; 226 173 174; 227 174 175; 228 175 176 107. 229 177 176; 230 177 178; 231 178 157; 232 178 179; 233 179 180; 234 180 181 108. 235 176 182; 236 171 172; 237 182 171; 238 165 180; 239 180 182; 240 182 173 109. 241 181 168; 242 166 181; 243 181 170; 244 159 179; 245 179 176; 246 183 184 110. 247 184 185; 248 185 186; 249 186 187; 250 187 188; 251 188 189; 252 189 190 111. 253 190 191; 254 191 192; 255 192 193; 256 193 194; 257 194 195; 258 196 195 112. 259 196 197; 260 198 199; 261 199 200; 262 200 201; 263 201 202; 264 203 202 113. 265 203 204; 266 204 183; 267 204 205; 268 205 206; 269 206 207; 270 202 208 114. 271 197 198; 272 208 197; 273 191 206; 274 206 208; 275 208 199; 276 207 194 115. 277 192 207; 278 207 196; 279 185 205; 280 205 202; 281 1 27; 282 27 53 116. 283 53 79; 284 79 105; 285 105 131; 286 131 157; 287 157 183; 288 2 28 117. 289 28 54; 290 54 80; 291 80 106; 292 106 1 32; 293 132 158; 294 158 184 118. 295 3 29; 296 29 55; 297 55 81; 298 81 107; 299 107 133; 300 133 159 119. 301 159 185; 302 4 30; 303 30 56; 304 56 82 ; 305 82 108; 306 108 134 120. 307 134 160; 308 160 186; 309 5 31; 310 31 57; 311 57 83; 312 83 109 121. 313 109 135; 314 135 161; 315 161 187; 316 6 32; 317 32 58; 318 58 84 122. 319 84 110; 320 110 136; 321 136 162; 322 1 62 188; 323 7 33; 324 33 59 123. 325 59 85; 326 85 111; 327 111 137; 328 137 163; 329 163 189; 330 9 35 124. 331 35 61; 332 61 87; 333 87 113; 334 113 1 39; 335 139 165; 336 165 191 125. 337 10 36; 338 36 62; 339 62 88; 340 88 114 ; 341 114 140; 342 140 166 126. 343 166 192; 344 11 37; 345 37 63; 346 63 8 9; 347 89 115; 348 115 141 127. 349 141 167; 350 167 193; 351 12 38; 352 38 64; 353 64 90; 354 90 116 128. 355 116 142; 356 142 168; 357 168 194; 358 13 39; 359 39 65; 360 65 91 129. 361 91 117; 362 117 143; 363 143 169; 364 1 69 195; 365 14 40; 366 40 66 130. 367 66 92; 368 92 118; 369 118 144; 370 144 170; 371 170 196; 372 15 42 131. 373 42 68; 374 68 94; 375 94 120; 376 120 1 46; 377 146 172; 378 172 198 132. 379 16 43; 380 43 69; 381 69 95; 382 95 121 ; 383 121 147; 384 147 173 133. 385 173 199; 386 17 44; 387 44 70; 388 70 9 6; 389 96 122; 390 122 148 134. 391 148 174; 392 174 200; 393 18 45; 394 45 71; 395 71 97; 396 97 123 135. 397 123 149; 398 149 175; 399 175 201; 400 19 52; 401 52 78; 402 78 104 136. 403 104 130; 404 130 156; 405 156 182; 406 182 208; 407 20 48; 408 48 74 137. 409 74 100; 410 100 126; 411 126 152; 412 1 52 178; 413 178 204; 414 21 49 138. 415 49 75; 416 75 101; 417 101 127; 418 127 153; 419 153 179; 420 179 205 139. 421 22 47; 422 47 73; 423 73 99; 424 99 125 ; 425 125 151; 426 151 177 140. 427 177 203; 428 23 46; 429 46 72; 430 72 9 8; 431 98 124; 432 124 150 141. 433 150 176; 434 176 202; 435 24 50; 436 50 76; 437 76 102; 438 102 128 142. 439 128 154; 440 154 180; 441 180 206; 442 204 211; 443 205 212; 444 203 210 143. 445 202 209; 446 211 212; 447 210 211; 448 209 212; 449 210 209 144. DEFINE MATERIAL START 145. ISOTROPIC CONCRETE 146. E 2.17184E+007 147. POISSON 0.17 148. DENSITY 23.5615 149. ALPHA 5.5E-006 150. DAMP 0.05 151. END DEFINE MATERIAL 152. MEMBER PROPERTY AMERICAN




153. 1 TO 7 36 TO 42 71 TO 77 106 TO 112 141 TO 147 176 TO 182 211 TO 217 - 154. 246 TO 252 PRIS YD 0.3 ZD 0.2 155. 9 10 44 45 79 80 114 115 149 150 184 185 21 9 220 254 255 PRIS YD 0.3 ZD 0.2 156. 22 57 92 127 162 197 232 267 PRIS YD 0.4 ZD 0.2 157. 23 24 31 58 59 66 93 94 101 128 129 136 163 164 171 198 199 206 233 234 241 - 158. 268 269 276 PRIS YD 0.55 ZD 0.3 159. 13 48 83 118 153 188 223 258 PRIS YD 0.3 ZD 0.2 160. 19 54 89 124 159 194 229 264 PRIS YD 0.4 ZD 0.2 161. 27 62 97 132 167 202 237 272 PRIS YD 0.4 ZD 0.2 162. 25 60 95 130 165 200 235 270 PRIS YD 0.55 Z D 0.3 163. 15 TO 17 50 TO 52 85 TO 87 120 TO 122 155 T O 157 190 TO 192 225 TO 227 260 - 164. 261 TO 262 PRIS YD 0.4 ZD 0.2 165. 8 18 20 21 28 TO 30 34 35 43 53 55 56 63 TO 65 69 70 78 88 90 91 98 TO 100 - 166. 104 105 113 123 125 126 133 TO 135 139 140 148 158 160 161 168 TO 170 174 - 167. 175 183 193 195 196 203 TO 205 209 210 218 228 230 231 238 TO 240 244 245 - 168. 253 263 265 266 273 TO 275 279 280 PRIS YD 0.2 ZD 0.4 169. 32 67 102 137 172 207 242 277 PRIS YD 0.2 Z D 0.4 170. 14 26 33 49 61 68 84 96 103 119 131 138 154 166 173 189 201 208 224 236 243 - 171. 259 271 278 PRIS YD 0.2 ZD 0.5 172. 11 12 46 47 81 82 116 117 151 152 186 187 2 21 222 256 257 PRIS YD 0.2 ZD 0.3 173. 281 TO 329 PRIS YD 0.4 ZD 0.2 174. 330 TO 336 344 TO 350 358 TO 364 372 TO 399 421 TO 427 PRIS YD 0.4 ZD 0.2 175. 337 TO 343 PRIS YD 0.4 ZD 0.2 176. 351 TO 357 365 TO 371 407 TO 413 PRIS YD 0. 5 ZD 0.25 177. 400 TO 406 414 TO 420 428 TO 441 PRIS YD 0. 6 ZD 0.3 178. MEMBER PROPERTY AMERICAN 179. 442 PRIS YD 0.5 ZD 0.25 180. 443 PRIS YD 0.6 ZD 0.3 181. 445 PRIS YD 0.6 ZD 0.3 182. 444 PRIS YD 0.4 ZD 0.2 183. 446 TO 449 PRIS YD 0.4 ZD 0.25 184. CONSTANTS 185. MATERIAL CONCRETE ALL 186. SUPPORTS 187. 1 TO 7 9 TO 24 FIXED 188. DEFINE 1893 LOAD 189. ZONE 0.36 RF 5 I 1 SS 1 ST 1 DM 0.05 DT 2.5 190. SELFWEIGHT 191. MEMBER WEIGHT 192. 246 TO 263 266 271 UNI 2.5 193. 1 TO 22 26 35 TO 57 61 70 TO 92 96 105 TO 1 27 131 140 TO 162 166 175 TO 197 - 194. 201 210 TO 232 236 245 UNI 15 195. FLOOR WEIGHT 196. YRANGE 3.3 25.5 FLOAD 3.75 197. YRANGE 3.3 19.8 FLOAD 2.5 198. DEFINE WIND LOAD

NOTE : FOR SOFT STORY CHECKING WRITE "CHECK SOFT STORY" AT THE END OF LOADING UNDER DEFINE 1893 LOAD DEFINITION.

199. TYPE 1 200. INT 0.98 1.02 1.05 1.1 HEIG 10 15 20 30 201. EXP 0.8 JOINT 27 TO 212 202. LOAD 1 LOADTYPE SEISMIC TITLE SLX+ 203. 1893 LOAD X 1




204. LOAD 2 LOADTYPE SEISMIC TITLE SLX - 205. 1893 LOAD X -1. 206. LOAD 3 LOADTYPE SEISMIC TITLE SLZ+ 207. 1893 LOAD Z 1 208. LOAD 4 LOADTYPE SEISMIC TITLE SLZ - 209. 1893 LOAD Z -1. 210. LOAD 5 LOADTYPE WIND TITLE WLX+ 211. WIND LOAD X 1 TYPE 1 212. LOAD 6 LOADTYPE WIND TITLE WLX - 213. WIND LOAD X -1 TYPE 1 **WARNING-fx fy fz wind forces: -2.0213E+00 0.0 000E+00 0.0000E+00 at coordinates: 2.8000E+00 0.0 000E+00 2.5000E+00 ignored. **WARNING-fx fy fz wind forces: -4.0425E+00 0.0 000E+00 0.0000E+00 at coordinates: 2.8000E+00 3.3 000E+00 2.5000E+00 ignored. **WARNING-fx fy fz wind forces: -4.0425E+00 0.0 000E+00 0.0000E+00 at coordinates: 2.8000E+00 6.6 000E+00 2.5000E+00 ignored. **WARNING-fx fy fz wind forces: -4.1200E+00 0.0 000E+00 0.0000E+00 at coordinates: 2.8000E+00 9.9 000E+00 2.5000E+00 ignored. **WARNING-fx fy fz wind forces: -4.2075E+00 0.0 000E+00 0.0000E+00 at coordinates: 2.8000E+00 1.3 200E+01 2.5000E+00 ignored. **WARNING-fx fy fz wind forces: -4.3256E+00 0.0 000E+00 0.0000E+00 at coordinates: 2.8000E+00 1.6 500E+01 2.5000E+00 ignored. **WARNING-fx fy fz wind forces: -4.4219E+00 0.0 000E+00 0.0000E+00 at coordinates: 2.8000E+00 1.9 800E+01 2.5000E+00 ignored. **WARNING-fx fy fz wind forces: -2.2688E+00 0.0 000E+00 0.0000E+00 at coordinates: 2.8000E+00 2.3 100E+01 2.5000E+00 ignored. 214. LOAD 7 LOADTYPE WIND TITLE WLZ+ 215. WIND LOAD Z 1 TYPE 1 216. LOAD 8 LOADTYPE WIND TITLE WLZ - 217. WIND LOAD Z -1 TYPE 1 218. LOAD 9 LOADTYPE DEAD TITLE DL 219. SELFWEIGHT Y -1




220. MEMBER LOAD 221. 246 TO 263 266 271 UNI GY -2.5 222. 1 TO 22 26 35 TO 57 61 70 TO 92 96 105 TO 1 27 131 140 TO 162 166 175 TO 197 - 223. 201 210 TO 232 236 245 UNI GY -15 224. FLOOR LOAD 225. YRANGE 3.3 25.5 FLOAD -3.75 GY 226. LOAD 10 LOADTYPE NONE TITLE LIVELOAD 227. FLOOR LOAD 228. YRANGE 3.3 19.8 FLOAD -5 GY 229. YRANGE 23.1 23.1 FLOAD -3 GY 230. LOAD COMBINATION 11 231. 9 1.5 10 1.5 232. LOAD COMBINATION 12 233. 9 1.2 10 1.2 5 1.2 234. LOAD COMBINATION 13 235. 9 1.2 10 1.2 6 1.2 236. LOAD COMBINATION 14 237. 9 1.2 10 1.2 7 1.2 238. LOAD COMBINATION 15 239. 9 1.2 10 1.2 8 1.2 240. LOAD COMBINATION 17 241. 9 1.2 10 1.2 1 1.2 242. LOAD COMBINATION 18 243. 9 1.2 10 1.2 2 1.2 244. LOAD COMBINATION 19 245. 9 1.2 10 1.2 3 1.2 246. LOAD COMBINATION 20 247. 9 1.2 10 1.2 4 1.2 248. LOAD COMBINATION 21 249. 9 1.5 5 1.5 250. LOAD COMBINATION 22 251. 9 1.5 6 1.5 252. LOAD COMBINATION 23 253. 9 1.5 7 1.5 254. LOAD COMBINATION 24 255. 9 1.5 8 1.5 256. LOAD COMBINATION 25 257. 9 1.5 1 1.5 258. LOAD COMBINATION 26 259. 9 1.5 2 1.5 260. LOAD COMBINATION 27 261. 9 1.5 3 1.5 262. LOAD COMBINATION 28 263. 9 1.5 4 1.5 264. LOAD COMBINATION 29 265. 9 0.9 1 1.5 266. LOAD COMBINATION 30 267. 9 0.9 2 1.5 268. LOAD COMBINATION 31 269. 9 0.9 3 1.5




270. LOAD COMBINATION 32 271. 9 0.9 4 1.5 272. PERFORM ANALYSIS

P R O B L E M S T A T I S T I C S ----------------------------------- NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 212/ 449/ 23 ORIGINAL/FINAL BAND-WIDTH= 33/ 26/ 162 DOF TOTAL PRIMARY LOAD CASES = 10, TOTAL DEGREES OF FREEDOM = 1134 SIZE OF STIFFNESS MATRIX = 184 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 14.9/ 52041.6 MB

**WARNING: IF THIS UBC/IBC ANALYSIS HAS TENSION/C OMPRESSION OR REPEAT LOAD OR RE-ANALYSIS OR SELECT OPTIMIZE, THEN EACH UBC/IBC CASE SHOULD BE FOLLOWED BY PERFORM ANALYSIS CHANGE.

************************************************ ********* * * * TIME PERIOD FOR X 1893 LOADING = 0.85107 SE C * * SA/G PER 1893= 1.175, LOAD FACTOR= 1.000 * * FACTOR V PER 1893= 0.0405 X 15184.33 * * * ************************************************ ********* ************************************************ ********* * * * TIME PERIOD FOR X 1893 LOADING = 0.85107 SE C * * SA/G PER 1893= 1.175, LOAD FACTOR=-1.000 * * FACTOR V PER 1893= 0.0405 X 15184.33 * * * ************************************************ ********* ************************************************ ********* * * * TIME PERIOD FOR Z 1893 LOADING = 0.85107 SE C * * SA/G PER 1893= 1.175, LOAD FACTOR= 1.000 * * FACTOR V PER 1893= 0.0405 X 15184.33 * * * ************************************************ *********




************************************************ ********* * * * TIME PERIOD FOR Z 1893 LOADING = 0.85107 SE C * * SA/G PER 1893= 1.175, LOAD FACTOR=-1.000 * * FACTOR V PER 1893= 0.0405 X 15184.33 * * * ************************************************ ********* 273. PERFORM ANALYSIS PRINT ALL

**WARNING- CONSECUTIVE ANALYSIS COMMANDS. ONLY F IRST USED.

274. LOAD LIST 11 TO 15 17 TO 32 275. START CONCRETE DESIGN 277. CODE INDIAN 278. DESIGN BEAM 1 TO 280 446 TO 449




================================================ ============================ B E A M N O. 1 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 122.89 0.00 0.00 0.00 122.89 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 110.60 110.60 110.60 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 2 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 110.60 0.00 0.00 0.00 110.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 110.60 110.60 110.60 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------




SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 3 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 110.60 0.00 0.00 0.00 110.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 110.60 110.60 110.60 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 4 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm




SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 110.60 0.00 0.00 0.00 110.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 110.60 110.60 110.60 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 5 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 110.60 0.00 0.00 0.00 110.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 110.60 110.60 110.60 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------




SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 6 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 110.60 0.00 0.00 0.00 110.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 110.60 110.60 110.60 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ *** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 7 IS LESS THAN 2.5. DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A CONTINUOUS BEAM AND AWAY FROM THE CR ITICAL SECTION FOR ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED., OTHERWISE PROVIDE ENSH AND RENSH PAR AMETERS ***




================================================ ============================ B E A M N O. 7 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 600.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 150.0 mm 300.0 mm 450.0 mm 600.0 mm ------------------------------------------------ ---------------------------- TOP 297.03 226.67 165.28 111.97 110.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 0.00 0.00 110.60 110.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 150.0 mm 300.0 mm 450.0 mm 600.0 mm ------------------------------------------------ ---------------------------- TOP 4-10í 3-10í 3-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 8 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 139.28 0.00 0.00 139.28 332.74 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 138.46 160.33 138.46 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------




SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 136.40 0.00 0.00 0.00 136.40 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 110.60 110.60 110.60 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ *** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 14 IS LESS THAN 2.5. DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A CONTINUOUS BEAM AND AWAY FROM THE CR ITICAL SECTION FOR ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED., OTHERWISE PROVIDE ENSH AND RENSH PAR AMETERS *** ================================================ ============================ B E A M N O. 14 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 500.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 705.02 561.66 433.82 319.32 216.55 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 0.00 0.00 0.00 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------




SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 4-12í 2-12í 2-12í 2-12í 4-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 3-12í 3-12í 3-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 36 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 752.06 352.68 284.71 311.91 768.29 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 752.32 427.19 262.98 281.64 481.88 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 7-12í 4-12í 3-12í 3-12í 7-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 7-12í 4-12í 3-12í 3-12í 5-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 80 mm c/c @ 70 mm c/c @ 70 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = -18.70 MX = 13.96 LD= 28 Provide 2 Legged 8í @ 80 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -31.66 MX = 13.96 LD= 28 Provide 2 Legged 8í @ 70 mm c/c ================================================ ============================




================================================ ============================ B E A M N O. 37 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 693.50 281.79 148.98 248.34 616.11 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 487.22 259.60 198.47 287.72 529.46 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 9-10í 4-10í 2-10í 4-10í 8-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 7-10í 4-10í 3-10í 4-10í 7-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 58.66 MX = -4.33 LD= 18 Provide 2 Legged 8í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -15.78 MX = -10.68 LD= 28 Provide 2 Legged 8í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 38 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm




SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 644.28 270.48 161.07 293.83 727.17 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 563.39 312.91 217.12 283.05 505.14 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 6-12í 3-12í 2-12í 3-12í 7-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 5-12í 3-12í 2-12í 3-12í 5-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = -14.30 MX = 11.88 LD= 20 Provide 2 Legged 8í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -26.14 MX = 11.88 LD= 20 Provide 2 Legged 8í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 39 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 637.10 234.15 0.00 241.38 647.44 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 488.21 253.23 110.60 248.95 480.95 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------




SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 6-12í 3-12í 2-12í 3-12í 6-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 7-10í 4-10í 2-10í 4-10í 7-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 71.18 MX = 0.17 LD= 26 Provide 2 Legged 8í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -70.09 MX = 0.65 LD= 25 Provide 2 Legged 8í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 40 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 617.37 238.08 0.00 238.81 611.98 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 465.74 243.62 110.60 252.24 482.77 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 2-20í 2-20í 2-20í 2-20í 2-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 6-10í 4-10í 2-10í 4-10í 7-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ----------------------------




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 70.20 MX = -0.37 LD= 26 Provide 2 Legged 8í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -69.55 MX = 0.24 LD= 25 Provide 2 Legged 8í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 41 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 634.70 235.21 135.24 308.48 747.46 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 427.84 199.24 128.97 298.24 559.05 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 6-12í 3-12í 2-12í 3-12í 7-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 4-12í 2-12í 2-12í 3-12í 5-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 69.60 MX = -1.49 LD= 26 Provide 2 Legged 8í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -21.65 MX = -7.43 LD= 28 Provide 2 Legged 8í @ 90 mm c/c ================================================ ============================




================================================ ============================ B E A M N O. 42 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 600.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm Section fails while designing section: 0.0 m m Exceeding maxm. % while detailing DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 8.17 45.67 31 | 90.12 -56.47 28 | 0.00 -45.21 -56.47 28 | 50.0 | 0.00 7.54 45.67 31 | 88.65 -56.47 28 | 0.00 -40.74 -56.47 28 | 100.0 | 0.00 6.87 45.67 31 | 87.42 -56.47 28 | 0.00 -36.34 -56.47 28 | 150.0 | 0.00 6.15 45.67 31 | 85.98 -56.47 28 | 0.00 -32.01 -56.47 28 | 200.0 | 0.00 5.39 45.67 31 | 84.58 -56.47 28 | 0.00 -27.74 -56.47 28 | 250.0 | 0.00 4.60 45.67 31 | 83.35 -56.47 28 | 0.00 -23.54 -56.47 28 | 300.0 | 0.00 3.76 45.67 31 | 81.97 -56.47 28 | 0.00 -19.41 -56.47 28 | 350.0 | 0.00 2.88 45.67 31 | 80.63 -56.47 28 | 0.00 -15.35 -56.47 28 | 400.0 | 0.00 1.97 45.67 31 | 79.40 -56.47 28 | 0.00 -11.34 -56.47 28 | 450.0 | 0.00 1.01 45.67 31 | 78.09 -56.47 28 | 0.00 -7.41 -56.47 28 | 500.0 | 0.00 0.02 45.67 31 | 76.81 -56.47 28 | 0.00 -3.54 -56.47 28 | 550.0 | 0.00 0.27 -56.47 28 | 75.58 -56.47 28 | 0.00 -1.01 45.67 31 | 600.0 | 0.00 4.02 -56.47 28 | 74.33 -56.47 28 | 0.00 -2.08 45.67 31 | ================================================ ============================ ================================================ ============================ B E A M N O. 43 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 1258.48 398.85 0.00 513.68 1543.74 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 984.38 649.67 328.26 694.52 953.07 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------




SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 5-20í 3-20í 2-20í 3-20í 5-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 5-16í 4-16í 3-16í 4-16í 5-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -76.07 MX = 1.59 LD= 27 Provide 2 Legged 8í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 44 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 782.83 142.34 0.00 123.17 803.63 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 175.86 269.31 260.63 206.79 111.17 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 4-16í 2-16í 2-16í 2-16í 4-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-10í 4-10í 4-10í 3-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT




SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 38.62 MX = -4.70 LD= 27 Provide 2 Legged 8í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -37.32 MX = -4.70 LD= 27 Provide 2 Legged 8í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 45 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 657.91 170.04 0.00 202.59 681.10 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 275.71 192.48 110.60 247.29 335.94 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 9-10í 3-10í 2-10í 3-10í 9-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 3-12í 2-12í 2-12í 3-12í 3-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 52.86 MX = -0.20 LD= 26 Provide 2 Legged 8í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -51.47 MX = -0.12 LD= 25 Provide 2 Legged 8í @ 90 mm c/c ================================================ ============================




================================================ ============================ B E A M N O. 46 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm Section fails while designing section: 0.0 m m Exceeding maxm. % while detailing DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 82.57 0.21 31 | 110.70 -0.37 28 | 0.00 -92.54 -0.37 28 | 166.7 | 0.00 70.47 0.21 31 | 106.55 -0.37 28 | 0.00 -74.43 -0.37 28 | 333.3 | 0.00 58.16 0.17 27 | 102.10 -0.37 28 | 0.00 -57.26 -0.33 32 | 500.0 | 0.00 46.11 0.17 27 | 97.68 -0.37 28 | 0.00 -41.53 -0.33 32 | 666.7 | 0.00 33.30 0.17 27 | 93.19 -0.37 28 | 0.00 -26.25 -0.33 32 | 833.3 | 0.00 19.70 0.17 27 | 88.03 -0.37 28 | 0.00 -11.44 -0.33 32 | 1000.0 | 0.00 6.03 -0.48 11 | -88.99 0.17 27 | 0.00 0.00 0.00 11 | 1166.7 | 0.00 18.38 -0.37 28 | -93.75 0.17 27 | 0.00 -11.65 0.21 31 | 1333.3 | 0.00 31.03 -0.37 28 | -98.91 0.17 27 | 0.00 -27.03 0.21 31 | 1500.0 | 0.00 42.88 -0.37 28 | -103.41 0.17 27 | 0.00 -42.88 0.21 31 | 1666.7 | 0.00 55.28 -0.33 32 | -107.82 0.17 27 | 0.00 -60.49 0.17 27 | 1833.3 | 0.00 67.24 -0.33 32 | -112.27 0.17 27 | 0.00 -78.84 0.17 27 | 2000.0 | 0.00 78.77 -0.33 32 | -116.42 0.17 27 | 0.00 -97.90 0.17 27 | ================================================ ============================ ================================================ ============================ B E A M N O. 47 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2900.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 1994.89 661.52 0.00 707.35 1957.64 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1681.22 740.83 281.04 875.34 1632.91 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------




SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 10-16í 4-16í 2-16í 4-16í 10-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 9-16í 4-16í 3-16í 5-16í 9-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 83.20 MX = -0.44 LD= 28 Provide 2 Legged 8í @ 90 mm c/c SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -81.00 MX = 0.56 LD= 27 Provide 2 Legged 8í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 48 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 825.43 265.78 0.00 274.91 837.64 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 507.88 354.11 164.40 319.55 460.47 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 7-10í 5-10í 3-10í 5-10í 6-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ----------------------------




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 515.0 mm AWAY FROM STA RT SUPPORT VY = 58.48 MX = 2.10 LD= 26 Provide 2 Legged 8í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -60.47 MX = 3.07 LD= 25 Provide 2 Legged 8í @ 90 mm c/c ================================================ ============================ *** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 49 IS LESS THAN 2.5. DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A CONTINUOUS BEAM AND AWAY FROM THE CR ITICAL SECTION FOR ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED., OTHERWISE PROVIDE ENSH AND RENSH PAR AMETERS *** ================================================ ============================ B E A M N O. 49 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 500.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 3021.06 2670.43 2329.53 1998.14 1676.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 2151.09 1744.85 1349.89 1136.98 1112.41 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 10-20í 9-20í 8-20í 7-20í 6-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 7-20í 6-20í 5-20í 4-20í 4-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 100.25 MX = -35.34 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================




================================================ ============================ B E A M N O. 50 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 911.26 277.64 0.00 218.52 899.99 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 467.54 402.25 221.58 295.21 349.11 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 6-10í 6-10í 3-10í 4-10í 5-10í REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 72.24 MX = 2.61 LD= 25 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -77.19 MX = 1.99 LD= 26 Provide 2 Legged 8í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 51 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm




SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 825.73 228.18 0.00 201.75 811.71 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 316.19 270.73 254.72 282.91 310.52 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-12í 3-12í 3-12í 3-12í 3-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 43.84 MX = 8.68 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -32.94 MX = 8.68 LD= 27 Provide 2 Legged 8í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 52 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 886.10 269.23 149.52 336.42 896.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 451.40 303.31 257.31 431.05 613.93 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------




SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-20í 2-20í 2-20í 2-20í 2-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 46.79 MX = -11.01 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -75.10 MX = -3.05 LD= 26 Provide 2 Legged 8í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 53 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 2528.93 761.84 0.00 1014.89 2933.99 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1792.41 1111.74 524.76 1130.88 2246.93 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 6-25í 3-25í 2-25í 3-25í 6-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 9-16í 6-16í 3-16í 6-16í 12-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ----------------------------




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 96.21 MX = 0.59 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -101.35 MX = -0.27 LD= 28 Provide 2 Legged 8í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 54 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 889.66 295.64 150.34 389.38 1089.78 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 624.93 394.96 187.20 394.26 612.24 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 5-16í 2-16í 2-16í 2-16í 6-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 2-20í 2-20í 2-20í 2-20í 2-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 78.82 MX = -2.86 LD= 26 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT VY = -84.63 MX = -2.66 LD= 25 Provide 2 Legged 8í @ 120 mm c/c ================================================ ============================




================================================ ============================ B E A M N O. 55 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while designing section: 0.0 m m Exceeding maxm. % while detailing DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 79.38 -0.29 32 | 102.26 0.59 27 | 0.00 -114.42 0.59 27 | 283.3 | 0.00 71.02 -0.29 32 | 94.74 0.59 27 | 0.00 -86.48 0.59 27 | 566.7 | 0.00 61.52 -0.22 28 | 87.13 0.59 27 | 0.00 -60.87 0.52 31 | 850.0 | 0.00 53.60 -0.22 28 | 78.58 0.59 27 | 0.00 -40.50 0.52 31 | 1133.3 | 0.00 43.28 -0.22 28 | 70.46 0.59 27 | 0.00 -21.57 0.52 31 | 1416.7 | 0.00 30.38 -0.22 28 | 60.74 0.59 27 | 0.00 -4.18 0.52 31 | 1700.0 | 0.00 21.10 0.18 11 | -59.52 -0.22 28 | 0.00 0.00 0.00 11 | 1983.3 | 0.00 31.45 0.59 27 | -68.92 -0.22 28 | 0.00 -8.97 -0.29 32 | 2266.7 | 0.00 42.04 0.59 27 | -78.64 -0.22 28 | 0.00 -27.74 -0.29 32 | 2550.0 | 0.00 50.04 0.59 27 | -86.77 -0.22 28 | 0.00 -48.07 -0.29 32 | 2833.3 | 0.00 59.19 0.52 31 | -95.32 -0.22 28 | 0.00 -73.38 -0.22 28 | 3116.7 | 0.00 67.46 0.52 31 | -102.93 -0.22 28 | 0.00 -101.48 -0.22 28 | 3400.0 | 0.00 74.43 0.52 31 | -110.45 -0.22 28 | 0.00 -131.74 -0.22 28 | ================================================ ============================ ================================================ ============================ B E A M N O. 56 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while designing section: 0.0 m m Exceeding maxm. % while detailing




DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 42.71 -0.37 32 | 106.31 0.64 27 | 0.00 -133.71 0.64 27 | 375.0 | 0.00 45.02 -0.37 32 | 96.47 0.64 27 | 0.00 -95.68 0.64 27 | 750.0 | 0.00 45.00 -0.37 32 | 85.94 0.64 27 | 0.00 -61.49 0.64 27 | 1125.0 | 0.00 45.27 -0.31 28 | 74.72 0.64 27 | 0.00 -34.22 0.57 31 | 1500.0 | 0.00 45.17 -0.31 28 | 62.02 0.64 27 | 0.00 -13.76 0.57 31 | 1875.0 | 0.00 40.44 -0.31 28 | 49.57 0.64 27 | 0.00 0.00 0.00 11 | 2250.0 | 0.00 40.53 0.25 11 | 37.12 0.64 27 | 0.00 0.00 0.00 11 | 2625.0 | 0.00 42.86 0.64 27 | -43.73 -0.31 28 | 0.00 0.00 0.00 11 | 3000.0 | 0.00 49.77 0.64 27 | -56.18 -0.31 28 | 0.00 -11.36 -0.37 32 | 3375.0 | 0.00 52.05 0.64 27 | -68.88 -0.31 28 | 0.00 -30.51 -0.37 32 | 3750.0 | 0.00 50.48 0.57 31 | -80.10 -0.31 28 | 0.00 -52.97 -0.31 28 | 4125.0 | 0.00 51.80 0.57 31 | -90.63 -0.31 28 | 0.00 -84.96 -0.31 28 | 4500.0 | 0.00 50.81 0.57 31 | -100.48 -0.31 28 | 0.00 -120.81 -0.31 28 | ================================================ ============================ ================================================ ============================ B E A M N O. 57 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 1019.15 347.10 0.00 366.89 1137.44 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 728.85 438.68 151.16 346.58 597.37 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 6-16í 2-16í 2-16í 2-16í 6-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 7-12í 4-12í 2-12í 4-12í 6-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 615.0 mm AWAY FROM STA RT SUPPORT VY = 85.26 MX = -1.42 LD= 26 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT VY = -95.07 MX = -1.04 LD= 25 Provide 2 Legged 8í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 58 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 1511.25 410.72 0.00 405.26 1619.52 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 692.98 551.64 534.58 476.39 602.98 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 8-16í 3-16í 2-16í 3-16í 9-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 9-10í 8-10í 7-10í 7-10í 8-10í REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 125.95 MX = -2.43 LD= 18 Provide 2 Legged 12í @ 180 mm c/c SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT VY = -132.72 MX = -0.42 LD= 17 Provide 2 Legged 8í @ 180 mm c/c ================================================ ============================




================================================ ============================ B E A M N O. 59 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 1362.59 761.02 532.60 382.75 318.90 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 645.68 525.23 671.55 808.75 889.17 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 7-16í 4-16í 3-16í 3-16í 3-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 6-12í 5-12í 6-12í 8-12í 8-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) 2 layer(s) SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í REINF. @ 180 mm c/c @ 130 mm c/c @ 140 mm c/c @ 140 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 53.65 MX = 62.63 LD= 27 Provide 2 Legged 12í @ 130 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 60 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm




SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 1583.06 450.57 0.00 477.11 1672.94 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 816.30 591.92 504.80 575.27 784.41 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 8-16í 3-16í 2-16í 3-16í 9-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 11-10í 8-10í 7-10í 8-10í 10-10í REINF. 2 layer(s) 2 layer(s) 1 layer(s) 2 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 130.07 MX = -1.70 LD= 18 Provide 2 Legged 12í @ 180 mm c/c SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT VY = -136.40 MX = 0.27 LD= 17 Provide 2 Legged 8í @ 180 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 61 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 1909.52 336.13 0.00 765.91 2723.36 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1199.10 992.16 718.76 1177.40 1834.07 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------




SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 10-16í 4-16í 2-16í 4-16í 14-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 4-20í 4-20í 4-20í 4-20í 6-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -96.22 MX = -1.49 LD= 27 Provide 2 Legged 8í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 62 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 939.92 420.53 150.34 223.18 405.97 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 391.79 315.51 372.12 305.98 370.16 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 2-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 5-10í 5-10í 5-10í 4-10í 5-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT




SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM STA RT SUPPORT VY = 19.48 MX = -18.32 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 63 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while designing section: 0.0 m m Exceeding maxm. % while detailing DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 92.88 -0.03 31 | 126.02 -2.39 28 | 0.00 -104.04 -2.39 28 | 166.7 | 0.00 75.54 -0.03 31 | 122.87 -2.39 28 | 0.00 -83.20 -2.39 28 | 333.3 | 0.00 57.94 -0.03 31 | 122.05 -2.39 28 | 0.00 -62.78 -2.39 28 | 500.0 | 0.00 40.09 -0.03 31 | 118.99 -2.39 28 | 0.00 -42.79 -2.39 28 | 666.7 | 0.00 21.77 -0.64 27 | 116.19 -2.39 28 | 0.00 -23.13 -2.39 28 | 833.3 | 0.00 4.23 -0.94 19 | 114.66 -2.39 28 | 0.00 -3.88 -2.39 28 | 1000.0 | 0.00 14.94 -2.39 28 | 111.95 -2.39 28 | 0.00 -14.78 -0.64 27 | 1166.7 | 0.00 33.43 -2.39 28 | 109.59 -2.39 28 | 0.00 -33.60 -0.64 27 | 1333.3 | 0.00 51.56 -2.39 28 | -115.80 -0.64 27 | 0.00 -52.78 -0.64 27 | 1500.0 | 0.00 69.97 -1.78 32 | -117.54 -0.64 27 | 0.00 -72.26 -0.64 27 | 1666.7 | 0.00 88.00 -1.78 32 | -118.85 -0.64 27 | 0.00 -91.96 -0.64 27 | 1833.3 | 0.00 105.92 -1.78 32 | -119.67 -0.64 27 | 0.00 -111.84 -0.64 27 | 2000.0 | 0.00 123.75 -1.78 32 | -120.36 -0.64 27 | 0.00 -131.86 -0.64 27 | ================================================ ============================ ================================================ ============================ B E A M N O. 64 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 2536.87 1011.26 0.00 1091.52 2712.38 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM STA RT SUPPORT VY = 79.76 MX = 0.28 LD= 20 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -74.12 MX = 0.55 LD= 19 Provide 2 Legged 8í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 66 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 317.67 397.06 514.69 767.09 1159.01 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 875.24 773.76 650.49 642.45 746.30 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 3-16í 3-16í 3-16í 4-16í 6-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 8-12í 7-12í 6-12í 6-12í 7-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í REINF. @ 180 mm c/c @ 150 mm c/c @ 140 mm c/c @ 140 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 765.0 mm AWAY FROM END SUPPORT VY = -45.98 MX = -60.97 LD= 27 Provide 2 Legged 10í @ 100 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 67 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm




SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 2034.75 1094.01 250.78 389.48 1256.81 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1880.87 1050.37 311.12 415.68 1191.82 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 18-12í 10-12í 3-12í 4-12í 12-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 6-20í 4-20í 3-20í 3-20í 4-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 81.19 MX = -0.38 LD= 28 Provide 2 Legged 12í @ 110 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 68 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2900.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 1403.19 403.19 232.11 1279.71 2806.37 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1421.37 571.72 373.57 1088.57 2207.73 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------




SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 79.17 MX = 0.13 LD= 20 Provide 2 Legged 12í @ 110 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -84.99 MX = 0.66 LD= 19 Provide 2 Legged 10í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 70 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while detailing Exceeding maxm. % while detailing DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 90.63 0.55 31 | 124.29 -0.52 28 | 0.00 -146.79 -0.52 28 | 283.3 | 0.00 81.39 0.55 31 | 116.64 -0.52 28 | 0.00 -112.62 -0.52 28 | 566.7 | 0.00 70.78 0.55 31 | 108.02 -0.52 28 | 0.00 -80.75 -0.52 28 | 850.0 | 0.00 60.44 0.55 27 | 98.58 -0.52 28 | 0.00 -53.24 -0.53 32 | 1133.3 | 0.00 49.83 0.55 27 | 89.31 -0.52 28 | 0.00 -29.87 -0.53 32 | 1416.7 | 0.00 36.11 0.55 27 | 76.54 -0.52 28 | 0.00 -8.37 -0.53 32 | 1700.0 | 0.00 27.59 0.03 11 | -65.94 0.55 27 | 0.00 0.00 0.00 11 | 1983.3 | 0.00 35.53 -0.52 28 | -77.26 0.55 27 | 0.00 -8.11 0.55 31 | 2266.7 | 0.00 49.05 -0.52 28 | -90.02 0.55 27 | 0.00 -29.73 0.55 31 | 2550.0 | 0.00 59.46 -0.52 28 | -99.29 0.55 27 | 0.00 -53.22 0.55 31 | 2833.3 | 0.00 69.92 -0.53 32 | -108.73 0.55 27 | 0.00 -81.18 0.55 27 | 3116.7 | 0.00 80.41 -0.53 32 | -117.35 0.55 27 | 0.00 -113.25 0.55 27 | 3400.0 | 0.00 89.53 -0.53 32 | -125.00 0.55 27 | 0.00 -147.62 0.55 27 | ================================================ ============================ ================================================ ============================ B E A M N O. 71 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = -23.39 MX = 12.95 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -36.35 MX = 12.95 LD= 28 Provide 2 Legged 10í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 74 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 738.06 265.44 0.00 270.27 740.25 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 555.63 279.39 110.19 279.56 554.69 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 7-12í 3-12í 2-12í 3-12í 7-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 5-12í 3-12í 2-12í 3-12í 5-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 78.77 MX = 0.10 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -77.23 MX = 0.47 LD= 25 Provide 2 Legged 10í @ 90 mm c/c ================================================ ============================




================================================ ============================ B E A M N O. 75 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 718.90 258.29 0.00 269.07 728.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 535.03 266.99 110.19 284.55 556.47 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 7-12í 3-12í 2-12í 3-12í 7-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 5-12í 3-12í 2-12í 3-12í 5-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 77.37 MX = -0.31 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -76.79 MX = 0.21 LD= 25 Provide 2 Legged 10í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 76 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm




SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 683.12 252.64 168.55 290.63 694.26 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 427.01 200.79 169.88 321.69 579.89 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 9-10í 4-10í 3-10í 4-10í 9-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 3-16í 2-16í 2-16í 2-16í 3-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 73.78 MX = -1.57 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -14.84 MX = -9.50 LD= 28 Provide 2 Legged 10í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 77 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 600.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm Section fails while detailing Exceeding maxm. % while detailing




DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 12.83 54.41 31 | 99.92 -66.65 28 | 0.00 -50.30 -66.65 28 | 50.0 | 0.00 11.77 54.41 31 | 98.45 -66.65 28 | 0.00 -45.34 -66.65 28 | 100.0 | 0.00 10.68 54.41 31 | 97.22 -66.65 28 | 0.00 -40.45 -66.65 28 | 150.0 | 0.00 9.54 54.41 31 | 95.78 -66.65 28 | 0.00 -35.62 -66.65 28 | 200.0 | 0.00 8.36 54.41 31 | 94.38 -66.65 28 | 0.00 -30.87 -66.65 28 | 250.0 | 0.00 7.14 54.41 31 | 93.14 -66.65 28 | 0.00 -26.18 -66.65 28 | 300.0 | 0.00 5.88 54.41 31 | 91.77 -66.65 28 | 0.00 -21.56 -66.65 28 | 350.0 | 0.00 4.58 54.41 31 | 90.43 -66.65 28 | 0.00 -17.00 -66.65 28 | 400.0 | 0.00 3.24 54.41 31 | 89.20 -66.65 28 | 0.00 -12.51 -66.65 28 | 450.0 | 0.00 1.86 54.41 31 | 87.89 -66.65 28 | 0.00 -8.09 -66.65 28 | 500.0 | 0.00 0.45 54.41 31 | 86.61 -66.65 28 | 0.00 -3.72 -66.65 28 | 550.0 | 0.00 0.58 -66.65 28 | 85.38 -66.65 28 | 0.00 -1.00 54.41 31 | 600.0 | 0.00 4.81 -66.65 28 | 84.13 -66.65 28 | 0.00 -2.49 54.41 31 | ================================================ ============================ ================================================ ============================ B E A M N O. 78 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 1514.17 492.31 0.00 681.51 1849.52 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1226.14 714.81 374.20 927.07 1320.26 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 5-20í 3-20í 2-20í 3-20í 6-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 16-10í 10-10í 5-10í 12-10í 17-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -84.19 MX = 1.91 LD= 27 Provide 2 Legged 10í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 79 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 818.04 168.65 0.00 152.24 837.09 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 222.44 289.46 256.12 228.25 158.65 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-10í 4-10í 4-10í 3-10í 3-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 39.31 MX = -4.61 LD= 27 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -36.63 MX = -4.61 LD= 27 Provide 2 Legged 10í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 80 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm




DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 91.02 0.43 31 | 120.78 -0.48 28 | 0.00 -102.75 -0.48 28 | 166.7 | 0.00 77.53 0.43 31 | 116.63 -0.48 28 | 0.00 -82.97 -0.48 28 | 333.3 | 0.00 63.62 0.43 31 | 112.18 -0.48 28 | 0.00 -63.89 -0.48 28 | 500.0 | 0.00 50.19 0.42 27 | 107.77 -0.48 28 | 0.00 -46.48 -0.46 32 | 666.7 | 0.00 36.07 0.42 27 | 103.27 -0.48 28 | 0.00 -29.60 -0.46 32 | 833.3 | 0.00 21.17 0.42 27 | 98.11 -0.48 28 | 0.00 -13.18 -0.46 32 | 1000.0 | 0.00 6.11 -0.35 11 | -96.83 0.42 27 | 0.00 0.00 0.00 11 | 1166.7 | 0.00 19.93 -0.48 28 | -101.59 0.42 27 | 0.00 -12.87 0.43 31 | 1333.3 | 0.00 34.25 -0.48 28 | -106.75 0.42 27 | 0.00 -29.63 0.43 31 | 1500.0 | 0.00 47.79 -0.48 28 | -111.25 0.42 27 | 0.00 -46.87 0.43 31 | 1666.7 | 0.00 61.57 -0.46 32 | -115.66 0.42 27 | 0.00 -65.55 0.42 27 | 1833.3 | 0.00 75.13 -0.46 32 | -120.11 0.42 27 | 0.00 -85.21 0.42 27 | 2000.0 | 0.00 88.27 -0.46 32 | -124.26 0.42 27 | 0.00 -105.57 0.42 27 | ================================================ ============================ ================================================ ============================ B E A M N O. 82 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2900.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 2161.22 757.26 0.00 795.45 2143.58 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1671.51 859.08 283.11 957.50 1651.55 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 7-20í 3-20í 2-20í 3-20í 7-20í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 9-16í 5-16í 3-16í 5-16í 9-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 88.84 MX = -0.57 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -87.42 MX = 0.68 LD= 27 Provide 2 Legged 10í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 83 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 865.23 285.24 0.00 310.97 910.21 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 575.13 389.75 156.48 338.91 513.15 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-16í 2-16í 2-16í 2-16í 3-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 515.0 mm AWAY FROM STA RT SUPPORT VY = 61.65 MX = 1.66 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -65.58 MX = 2.70 LD= 25 Provide 2 Legged 10í @ 90 mm c/c ================================================ ============================




*** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 84 IS LESS THAN 2.5. DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A CONTINUOUS BEAM AND AWAY FROM THE CR ITICAL SECTION FOR ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED., OTHERWISE PROVIDE ENSH AND RENSH PAR AMETERS *** ================================================ ============================ B E A M N O. 84 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 500.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 3343.00 2898.41 2506.93 2093.11 1773.39 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 2527.84 1977.48 1511.54 1311.32 1274.73 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 17-16í 15-16í 13-16í 11-16í 9-16í REINF. 2 layer(s) 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) BOTTOM 23-12í 18-12í 14-12í 12-12í 12-12í REINF. 2 layer(s) 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í REINF. @ 70 mm c/c @ 80 mm c/c @ 80 mm c/c @ 80 mm c/c @ 80 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 104.04 MX = -40.10 LD= 25 Provide 2 Legged 12í @ 80 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 85 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 48.81 MX = -11.55 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -79.67 MX = -2.65 LD= 26 Provide 2 Legged 10í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 88 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while designing section: 3700.0 m m Exceeds maxm. permissible tensile steel % DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 89.83 -0.30 32 | 114.05 0.63 27 | 0.00 -137.28 0.63 27 | 308.3 | 0.00 80.54 -0.30 32 | 106.09 0.63 27 | 0.00 -103.35 0.63 27 | 616.7 | 0.00 69.71 -0.30 32 | 97.08 0.63 27 | 0.00 -71.98 0.63 27 | 925.0 | 0.00 60.68 -0.21 28 | 88.22 0.63 27 | 0.00 -46.83 0.55 31 | 1233.3 | 0.00 49.36 -0.21 28 | 79.05 0.63 27 | 0.00 -23.97 0.55 31 | 1541.7 | 0.00 34.95 -0.21 28 | 67.63 0.63 27 | 0.00 -2.96 0.55 31 | 1850.0 | 0.00 27.29 0.06 11 | -62.65 -0.21 28 | 0.00 0.00 0.00 11 | 2158.3 | 0.00 40.54 0.63 27 | -72.72 -0.21 28 | 0.00 -11.06 -0.30 32 | 2466.7 | 0.00 53.38 0.63 27 | -84.14 -0.21 28 | 0.00 -33.01 -0.30 32 | 2775.0 | 0.00 63.14 0.63 27 | -93.30 -0.21 28 | 0.00 -56.81 -0.30 32 | 3083.3 | 0.00 73.10 0.55 31 | -102.16 -0.21 28 | 0.00 -85.41 -0.21 28 | 3391.6 | 0.00 82.99 0.55 31 | -111.18 -0.21 28 | 0.00 -118.34 -0.21 28 | 3700.0 | 0.00 91.34 0.55 31 | -119.14 -0.21 28 | 0.00 -153.85 -0.21 28 | ================================================ ============================ ================================================ ============================ B E A M N O. 89 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm




DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 95.58 -0.29 32 | 113.63 0.67 27 | 0.00 -133.73 0.67 27 | 283.3 | 0.00 84.50 -0.29 32 | 106.11 0.67 27 | 0.00 -102.57 0.67 27 | 566.7 | 0.00 72.12 -0.29 32 | 98.50 0.67 27 | 0.00 -73.58 0.67 27 | 850.0 | 0.00 61.25 -0.20 28 | 89.95 0.67 27 | 0.00 -49.75 0.58 31 | 1133.3 | 0.00 48.34 -0.20 28 | 81.82 0.67 27 | 0.00 -27.72 0.58 31 | 1416.7 | 0.00 32.85 -0.20 28 | 72.10 0.67 27 | 0.00 -7.24 0.58 31 | 1700.0 | 0.00 21.07 0.28 11 | -68.65 -0.20 28 | 0.00 0.00 0.00 11 | 1983.3 | 0.00 34.69 0.67 27 | -78.06 -0.20 28 | 0.00 -11.78 -0.29 32 | 2266.7 | 0.00 48.49 0.67 27 | -87.78 -0.20 28 | 0.00 -33.27 -0.29 32 | 2550.0 | 0.00 59.71 0.67 27 | -95.90 -0.20 28 | 0.00 -56.31 -0.29 32 | 2833.3 | 0.00 71.60 0.58 31 | -104.46 -0.20 28 | 0.00 -83.86 -0.20 28 | 3116.7 | 0.00 82.96 0.58 31 | -112.07 -0.20 28 | 0.00 -114.54 -0.20 28 | 3400.0 | 0.00 93.02 0.58 31 | -119.59 -0.20 28 | 0.00 -147.39 -0.20 28 | ================================================ ============================ ================================================ ============================ B E A M N O. 91 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while detailing Exceeding maxm. % while detailing DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 57.57 -0.43 32 | 111.99 0.72 27 | 0.00 -147.15 0.72 27 | 375.0 | 0.00 57.35 -0.43 32 | 102.15 0.72 27 | 0.00 -106.99 0.72 27 | 750.0 | 0.00 54.81 -0.43 32 | 91.61 0.72 27 | 0.00 -70.68 0.72 27 | 1125.0 | 0.00 52.60 -0.36 28 | 80.39 0.72 27 | 0.00 -41.33 0.64 31 | 1500.0 | 0.00 49.87 -0.36 28 | 67.70 0.72 27 | 0.00 -18.64 0.64 31 | 1875.0 | 0.00 42.52 -0.36 28 | 55.25 0.72 27 | 0.00 0.00 0.00 11 | 2250.0 | 0.00 39.73 0.29 11 | 42.80 0.72 27 | 0.00 0.00 0.00 11 | 2625.0 | 0.00 44.32 0.72 27 | -50.74 -0.36 28




SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 1680.18 485.23 0.00 484.91 1797.56 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 867.38 637.38 524.78 542.09 759.25 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 9-16í 3-16í 2-16í 3-16í 9-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 8-12í 6-12í 5-12í 5-12í 7-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 132.49 MX = -2.02 LD= 18 Provide 2 Legged 12í @ 180 mm c/c SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT VY = -95.73 MX = -9.17 LD= 20 Provide 2 Legged 10í @ 180 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 94 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 1511.88 873.26 637.37 477.49 402.03 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 788.68 621.76 777.93 908.20 993.37 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------




SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 5-20í 3-20í 3-20í 3-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 4-16í 4-16í 4-16í 5-16í 5-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í REINF. @ 180 mm c/c @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 54.22 MX = 72.17 LD= 27 Provide 2 Legged 12í @ 110 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 95 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 1712.51 527.54 0.00 566.55 1844.13 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 987.24 680.67 498.57 638.75 927.28 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 6-20í 3-20í 2-20í 3-20í 6-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 5-16í 4-16í 3-16í 4-16í 5-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT




SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 136.29 MX = -1.61 LD= 18 Provide 2 Legged 12í @ 180 mm c/c SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT VY = -143.89 MX = 0.39 LD= 17 Provide 2 Legged 10í @ 180 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 96 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 2090.47 437.37 0.00 989.28 2888.98 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1396.90 1079.84 710.51 1290.08 1935.11 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 5-25í 4-25í 2-25í 4-25í 6-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 4-25í 4-25í 4-25í 4-25í 4-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -102.29 MX = -1.50 LD= 27 Provide 2 Legged 10í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 97 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm




SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 1067.17 469.16 150.34 328.22 451.19 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 484.54 360.01 404.28 329.74 426.38 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 6-16í 3-16í 2-16í 2-16í 3-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 7-10í 5-10í 6-10í 5-10í 6-10í REINF. 2 layer(s) 1 layer(s) 2 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 10í 2 legged 10í 2 legged 10í 2 legged 10í 2 legged 10í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM STA RT SUPPORT VY = 19.18 MX = -20.20 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 98 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while designing section: 2000.0 m m Exceeds maxm. permissible tensile steel %




DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 111.87 0.38 31 | 142.01 -2.32 28 | 0.00 -118.73 -2.32 28 | 166.7 | 0.00 91.21 0.38 31 | 138.85 -2.32 28 | 0.00 -95.22 -2.32 28 | 333.3 | 0.00 70.30 0.38 31 | 138.03 -2.32 28 | 0.00 -72.14 -2.32 28 | 500.0 | 0.00 49.13 0.38 31 | 134.97 -2.32 28 | 0.00 -49.49 -2.32 28 | 666.7 | 0.00 27.76 0.38 31 | 132.17 -2.32 28 | 0.00 -27.16 -2.32 28 | 833.3 | 0.00 6.42 -0.43 19 | 130.64 -2.32 28 | 0.00 -5.25 -2.32 28 | 1000.0 | 0.00 16.24 -2.32 28 | 127.93 -2.32 28 | 0.00 -15.73 0.38 31 | 1166.7 | 0.00 37.39 -2.32 28 | -135.16 -0.10 27 | 0.00 -37.80 0.38 31 | 1333.3 | 0.00 58.66 -1.83 32 | -136.69 -0.10 27 | 0.00 -60.57 -0.10 27 | 1500.0 | 0.00 79.65 -1.83 32 | -138.43 -0.10 27 | 0.00 -83.53 -0.10 27 | 1666.7 | 0.00 100.51 -1.83 32 | -139.74 -0.10 27 | 0.00 -106.70 -0.10 27 | 1833.3 | 0.00 121.25 -1.83 32 | -140.56 -0.10 27 | 0.00 -130.07 -0.10 27 | 2000.0 | 0.00 141.91 -1.83 32 | -141.25 -0.10 27 | 0.00 -153.57 -0.10 27 | ================================================ ============================ ================================================ ============================ B E A M N O. 99 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while designing section: 0.0 m m Exceeding maxm. % while detailing DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 109.41 0.67 31 | 89.88 -0.87 28 | 0.00 -129.80 -0.87 28 | 283.3 | 0.00 92.98 0.67 31 | 88.82 -0.87 28 | 0.00 -104.49 -0.87 28 | 566.7 | 0.00 76.27 0.67 31 | 85.99 -0.87 28 | 0.00 -79.65 -0.87 28 | 850.0 | 0.00 59.97 0.62 27 | 83.41 -0.87 28 | 0.00 -56.46 -0.82 32 | 1133.3 | 0.00 43.57 0.62 27 | 80.32 -0.87 28 | 0.00 -34.68 -0.82 32 | 1416.7 | 0.00 27.57 0.45 19 | 73.43 -0.87 28 | 0.00 -13.66 -0.82 32 | 1700.0 | 0.00 17.48 -0.18 11 | -70.68 0.62 27 | 0.00 0.00 0.00 11 | 1983.3 | 0.00 29.29 -0.74 20 | -75.29 0.62 27




SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 358.33 469.94 593.06 891.44 1360.96 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 965.12 862.39 730.55 750.48 884.27 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 3-16í 3-16í 3-16í 5-16í 7-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 3-25í 3-25í 3-25í 3-25í 3-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í REINF. @ 180 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 765.0 mm AWAY FROM END SUPPORT VY = -47.13 MX = -68.36 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 102 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 2258.28 1222.51 297.29 434.62 1400.91 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 2150.92 1213.22 356.82 450.58 1334.27 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------




SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 12-16í 7-16í 3-16í 3-16í 7-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 7-20í 4-20í 3-20í 3-20í 5-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 89.26 MX = -0.64 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 103 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2900.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 1685.01 515.99 268.55 1455.93 2900.51 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1641.74 662.94 404.86 1275.28 2190.37 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 4-25í 4-25í 4-25í 4-25í 6-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 6-20í 4-20í 4-20í 5-20í 7-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT




SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT VY = -91.43 MX = 1.90 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 104 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while designing section: 0.0 m m Exceeding maxm. % while detailing DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 80.26 0.50 31 | 87.00 0.02 20 | 0.00 -120.53 -0.23 28 | 375.0 | 0.00 71.01 0.50 31 | 85.09 0.02 20 | 0.00 -92.83 -0.23 28 | 750.0 | 0.00 61.16 0.50 31 | 78.99 0.02 20 | 0.00 -66.11 -0.23 28 | 1125.0 | 0.00 52.69 0.57 27 | 72.02 0.02 20 | 0.00 -43.33 -0.30 32 | 1500.0 | 0.00 46.06 0.66 19 | 61.46 0.02 20 | 0.00 -23.09 -0.30 32 | 1875.0 | 0.00 40.33 0.66 19 | 49.19 -0.23 28 | 0.00 -4.45 -0.30 32 | 2250.0 | 0.00 38.34 0.42 11 | -44.42 0.57 27 | 0.00 0.00 0.00 11 | 2625.0 | 0.00 41.55 0.02 20 | -51.77 0.57 27 | 0.00 -8.39 0.50 31 | 3000.0 | 0.00 45.81 0.02 20 | -65.38 0.66 19 | 0.00 -27.61 0.50 31 | 3375.0 | 0.00 53.14 -0.23 28 | -75.94 0.66 19 | 0.00 -48.44 0.50 31 | 3750.0 | 0.00 62.19 -0.30 32 | -82.91 0.66 19 | 0.00 -73.34 0.57 27 | 4125.0 | 0.00 71.46 -0.30 32 | -89.01 0.66 19 | 0.00 -101.03 0.57 27 | 4500.0 | 0.00 80.13 -0.30 32 | -90.91 0.66 19 | 0.00 -130.71 0.66 19 | ================================================ ============================ ================================================ ============================ B E A M N O. 105 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while designing section: 0.0 m m Exceeds maxm. permissible tensile steel %




DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 111.99 0.64 31 | 136.70 -0.59 28 | 0.00 -167.88 -0.59 28 | 283.3 | 0.00 99.20 0.64 31 | 129.05 -0.59 28 | 0.00 -130.20 -0.59 28 | 566.7 | 0.00 85.04 0.64 31 | 120.43 -0.59 28 | 0.00 -94.81 -0.59 28 | 850.0 | 0.00 71.19 0.66 27 | 110.99 -0.59 28 | 0.00 -63.82 -0.60 32 | 1133.3 | 0.00 57.02 0.66 27 | 101.72 -0.59 28 | 0.00 -36.93 -0.60 32 | 1416.7 | 0.00 39.74 0.66 27 | 88.95 -0.59 28 | 0.00 -11.90 -0.60 32 | 1700.0 | 0.00 27.72 0.06 11 | -78.51 0.66 27 | 0.00 0.00 0.00 11 | 1983.3 | 0.00 39.05 -0.59 28 | -89.82 0.66 27 | 0.00 -11.61 0.64 31 | 2266.7 | 0.00 56.09 -0.59 28 | -102.59 0.66 27 | 0.00 -36.78 0.64 31 | 2550.0 | 0.00 70.01 -0.59 28 | -111.85 0.66 27 | 0.00 -63.82 0.64 31 | 2833.3 | 0.00 84.01 -0.60 32 | -121.30 0.66 27 | 0.00 -95.35 0.66 27 | 3116.7 | 0.00 98.03 -0.60 32 | -129.92 0.66 27 | 0.00 -130.98 0.66 27 | 3400.0 | 0.00 110.66 -0.60 32 | -137.57 0.66 27 | 0.00 -168.90 0.66 27 | ================================================ ============================ ================================================ ============================ B E A M N O. 106 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 599.23 292.39 279.71 357.09 757.56 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 724.02 416.46 261.05 224.00 376.80 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 6-12í 3-12í 3-12í 4-12í 7-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 7-12í 4-12í 3-12í 2-12í 4-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = -27.66 MX = 14.10 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -40.62 MX = 14.10 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 107 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 778.05 317.91 148.32 253.63 638.19 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 518.31 280.60 203.98 309.59 570.07 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 7-12í 3-12í 2-12í 3-12í 6-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 3-16í 2-16í 2-16í 2-16í 3-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 66.58 MX = -4.17 LD= 18 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -13.38 MX = -10.98 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================




================================================ ============================ B E A M N O. 108 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 671.69 278.65 167.09 325.28 802.08 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 664.83 347.05 230.48 288.58 538.71 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 4-16í 2-16í 2-16í 2-16í 4-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 6-12í 4-12í 3-12í 3-12í 5-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 80 mm c/c @ 80 mm c/c @ 70 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = -25.86 MX = 12.43 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -38.81 MX = 12.43 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 109 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 70.15 MX = -1.72 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -8.02 MX = -9.11 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 112 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 600.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm Section fails while detailing Exceeding maxm. % while detailing DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 12.04 52.54 31 | 99.70 -65.72 28 | 0.00 -50.08 -65.72 28 | 50.0 | 0.00 11.05 52.54 31 | 98.23 -65.72 28 | 0.00 -45.13 -65.72 28 | 100.0 | 0.00 10.02 52.54 31 | 97.00 -65.72 28 | 0.00 -40.25 -65.72 28 | 150.0 | 0.00 8.95 52.54 31 | 95.56 -65.72 28 | 0.00 -35.44 -65.72 28 | 200.0 | 0.00 7.84 52.54 31 | 94.16 -65.72 28 | 0.00 -30.70 -65.72 28 | 250.0 | 0.00 6.69 52.54 31 | 92.93 -65.72 28 | 0.00 -26.02 -65.72 28 | 300.0 | 0.00 5.50 52.54 31 | 91.55 -65.72 28 | 0.00 -21.41 -65.72 28 | 350.0 | 0.00 4.27 52.54 31 | 90.21 -65.72 28 | 0.00 -16.86 -65.72 28 | 400.0 | 0.00 3.00 52.54 31 | 88.98 -65.72 28 | 0.00 -12.38 -65.72 28 | 450.0 | 0.00 1.69 52.54 31 | 87.67 -65.72 28 | 0.00 -7.97 -65.72 28 | 500.0 | 0.00 0.35 52.54 31 | 86.39 -65.72 28 | 0.00 -3.62 -65.72 28 | 550.0 | 0.00 0.67 -65.72 28 | 85.16 -65.72 28 | 0.00 -1.03 52.54 31 | 600.0 | 0.00 4.90 -65.72 28 | 83.91 -65.72 28 | 0.00 -2.46 52.54 31 | ================================================ ============================ ================================================ ============================ B E A M N O. 113 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm




SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 1531.28 461.56 0.00 642.24 1887.78 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1183.33 689.22 388.29 953.75 1339.69 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 14-12í 5-12í 2-12í 6-12í 17-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 11-12í 7-12í 4-12í 9-12í 12-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -82.51 MX = 1.84 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 114 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 805.21 161.59 0.00 150.13 831.40 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 216.46 287.79 256.37 224.17 150.24 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 51.04 MX = -0.47 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -55.59 MX = -0.18 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 116 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 2174.64 936.85 0.00 933.86 2211.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1871.62 1009.65 112.46 962.12 1816.47 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 11-16í 5-16í 2-16í 5-16í 11-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 6-20í 4-20í 3-20í 4-20í 6-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 109.07 MX = -0.48 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT VY = -110.94 MX = 0.51 LD= 27 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================




================================================ ============================ B E A M N O. 117 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2900.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm Section fails while designing section: 0.0 m m Exceeding maxm. % while detailing DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 61.23 0.65 31 | 94.69 -0.58 28 | 0.00 -95.15 -0.58 28 | 241.7 | 0.00 54.45 0.65 31 | 88.67 -0.58 28 | 0.00 -72.99 -0.58 28 | 483.3 | 0.00 46.76 0.65 31 | 82.17 -0.58 28 | 0.00 -52.36 -0.58 28 | 725.0 | 0.00 39.31 0.67 27 | 75.12 -0.58 28 | 0.00 -34.52 -0.60 32 | 966.7 | 0.00 31.57 0.67 27 | 68.41 -0.58 28 | 0.00 -19.09 -0.60 32 | 1208.3 | 0.00 22.09 0.67 27 | 60.54 -0.58 28 | 0.00 -4.70 -0.60 32 | 1450.0 | 0.00 15.35 0.25 11 | 53.19 -0.58 28 | 0.00 0.00 0.00 11 | 1691.7 | 0.00 25.35 -0.58 28 | -57.99 0.67 27 | 0.00 -6.98 0.65 31 | 1933.3 | 0.00 35.45 -0.58 28 | -65.87 0.67 27 | 0.00 -20.99 0.65 31 | 2175.0 | 0.00 43.80 -0.58 28 | -72.57 0.67 27 | 0.00 -36.05 0.65 31 | 2416.7 | 0.00 50.88 -0.60 32 | -79.62 0.67 27 | 0.00 -52.54 0.67 27 | 2658.3 | 0.00 58.94 -0.60 32 | -86.12 0.67 27 | 0.00 -72.56 0.67 27 | 2900.0 | 0.00 66.09 -0.60 32 | -92.14 0.67 27 | 0.00 -94.09 0.67 27 | ================================================ ============================ ================================================ ============================ B E A M N O. 118 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 818.98 262.67 0.00 295.57 880.36 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 545.09 369.21 157.93 313.59 467.12 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------




SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 7-10í 5-10í 3-10í 4-10í 6-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 515.0 mm AWAY FROM STA RT SUPPORT VY = 58.44 MX = 1.78 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -63.48 MX = 2.77 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ *** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 119 IS LESS THAN 2.5. DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A CONTINUOUS BEAM AND AWAY FROM THE CR ITICAL SECTION FOR ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED., OTHERWISE PROVIDE ENSH AND RENSH PAR AMETERS *** ================================================ ============================ B E A M N O. 119 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 500.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 3163.73 2760.17 2353.83 2035.82 1726.46 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 2436.72 1820.44 1272.69 1235.76 1201.96 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------




SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 16-16í 14-16í 12-16í 11-16í 9-16í REINF. 2 layer(s) 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) BOTTOM 5-25í 4-25í 4-25í 4-25í 4-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í REINF. @ 80 mm c/c @ 80 mm c/c @ 80 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 103.15 MX = -38.55 LD= 25 Provide 2 Legged 12í @ 80 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 120 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 982.83 294.98 0.00 222.29 897.29 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 467.86 393.69 217.26 311.33 380.08 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 5-16í 2-16í 2-16í 2-16í 5-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 6-10í 6-10í 3-10í 4-10í 5-10í REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT




SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 75.38 MX = 2.26 LD= 25 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -76.52 MX = 1.92 LD= 26 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 121 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 886.96 252.40 0.00 240.74 926.18 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 398.36 312.82 268.08 313.00 376.34 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-16í 2-16í 2-16í 2-16í 2-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 41.77 MX = 9.66 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -35.00 MX = 9.66 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 122 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm




DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 86.91 -0.24 32 | 112.52 0.67 27 | 0.00 -134.43 0.67 27 | 308.3 | 0.00 78.12 -0.24 32 | 104.56 0.67 27 | 0.00 -100.97 0.67 27 | 616.7 | 0.00 67.80 -0.24 32 | 95.54 0.67 27 | 0.00 -70.07 0.67 27 | 925.0 | 0.00 59.28 -0.13 28 | 86.68 0.67 27 | 0.00 -45.41 0.56 31 | 1233.3 | 0.00 48.47 -0.13 28 | 77.52 0.67 27 | 0.00 -23.03 0.56 31 | 1541.7 | 0.00 34.58 -0.13 28 | 66.10 0.67 27 | 0.00 -2.50 0.56 31 | 1850.0 | 0.00 27.40 0.13 11 | -60.99 -0.13 28 | 0.00 0.00 0.00 11 | 2158.3 | 0.00 40.07 0.67 27 | -71.05 -0.13 28 | 0.00 -10.44 -0.24 32 | 2466.7 | 0.00 52.44 0.67 27 | -82.47 -0.13 28 | 0.00 -31.88 -0.24 32 | 2775.0 | 0.00 61.73 0.67 27 | -91.63 -0.13 28 | 0.00 -55.18 -0.24 32 | 3083.3 | 0.00 71.15 0.56 31 | -100.49 -0.13 28 | 0.00 -83.20 -0.13 28 | 3391.6 | 0.00 80.57 0.56 31 | -109.51 -0.13 28 | 0.00 -115.63 -0.13 28 | 3700.0 | 0.00 88.44 0.56 31 | -117.47 -0.13 28 | 0.00 -150.62 -0.13 28 | ================================================ ============================ ================================================ ============================ B E A M N O. 124 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 972.33 320.63 151.16 373.14 1070.49 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 646.47 388.24 185.95 415.53 674.26 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 5-16í 2-16í 2-16í 2-16í 6-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 6-12í 4-12í 2-12í 4-12í 6-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 83.87 MX = -2.65 LD= 26 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT VY = -83.93 MX = -2.37 LD= 25 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 125 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while detailing Exceeding maxm. % while detailing DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 92.66 -0.21 32 | 112.13 0.67 27 | 0.00 -131.22 0.67 27 | 283.3 | 0.00 82.08 -0.21 32 | 104.61 0.67 27 | 0.00 -100.49 0.67 27 | 566.7 | 0.00 70.20 -0.21 32 | 97.01 0.67 27 | 0.00 -71.91 0.67 27 | 850.0 | 0.00 59.78 -0.10 28 | 88.45 0.67 27 | 0.00 -48.46 0.56 31 | 1133.3 | 0.00 47.39 -0.10 28 | 80.33 0.67 27 | 0.00 -26.87 0.56 31 | 1416.7 | 0.00 32.41 -0.10 28 | 70.61 0.67 27 | 0.00 -6.84 0.56 31 | 1700.0 | 0.00 21.10 0.36 11 | -66.84 -0.10 28 | 0.00 0.00 0.00 11 | 1983.3 | 0.00 34.23 0.67 27 | -76.24 -0.10 28 | 0.00 -11.22 -0.21 32 | 2266.7 | 0.00 47.62 0.67 27 | -85.96 -0.10 28 | 0.00 -32.21 -0.21 32 | 2550.0 | 0.00 58.41 0.67 27 | -94.09 -0.10 28 | 0.00 -54.76 -0.21 32 | 2833.3 | 0.00 69.79 0.56 31 | -102.64 -0.10 28 | 0.00 -81.72 -0.10 28 | 3116.7 | 0.00 80.72 0.56 31 | -110.25 -0.10 28 | 0.00 -111.89 -0.10 28 | 3400.0 | 0.00 90.34 0.56 31 | -117.77 -0.10 28 | 0.00 -144.22 -0.10 28 | ================================================ ============================ ================================================ ============================ B E A M N O. 126 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm




DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 56.23 -0.42 32 | 111.24 0.73 27 | 0.00 -145.36 0.73 27 | 375.0 | 0.00 56.25 -0.42 32 | 101.39 0.73 27 | 0.00 -105.47 0.73 27 | 750.0 | 0.00 53.95 -0.42 32 | 90.86 0.73 27 | 0.00 -69.44 0.73 27 | 1125.0 | 0.00 52.07 -0.34 28 | 79.64 0.73 27 | 0.00 -40.46 0.65 31 | 1500.0 | 0.00 49.57 -0.34 28 | 66.95 0.73 27 | 0.00 -18.04 0.65 31 | 1875.0 | 0.00 42.45 -0.34 28 | 54.49 0.73 27 | 0.00 0.00 0.00 11 | 2250.0 | 0.00 39.91 0.33 11 | 42.04 0.73 27 | 0.00 0.00 0.00 11 | 2625.0 | 0.00 44.15 0.73 27 | -50.13 -0.34 28 | 0.00 0.00 0.00 11 | 3000.0 | 0.00 52.91 0.73 27 | -62.58 -0.34 28 | 0.00 -16.13 -0.42 32 | 3375.0 | 0.00 57.04 0.73 27 | -75.27 -0.34 28 | 0.00 -37.57 -0.42 32 | 3750.0 | 0.00 57.94 0.65 31 | -86.49 -0.34 28 | 0.00 -62.95 -0.34 28 | 4125.0 | 0.00 61.22 0.65 31 | -97.03 -0.34 28 | 0.00 -97.34 -0.34 28 | 4500.0 | 0.00 62.19 0.65 31 | -106.87 -0.34 28 | 0.00 -135.58 -0.34 28 | ================================================ ============================ ================================================ ============================ B E A M N O. 127 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 1057.17 359.78 0.00 374.67 1158.13 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 760.02 458.58 151.16 356.04 623.82 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 6-16í 2-16í 2-16í 2-16í 6-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 7-12í 5-12í 2-12í 4-12í 6-12í REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í




SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM STA RT SUPPORT VY = 20.14 MX = -19.73 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 133 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while detailing Exceeding maxm. % while detailing DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 106.62 0.38 31 | 133.60 -2.38 28 | 0.00 -111.06 -2.38 28 | 166.7 | 0.00 86.94 0.38 31 | 130.45 -2.38 28 | 0.00 -88.95 -2.38 28 | 333.3 | 0.00 67.01 0.38 31 | 129.63 -2.38 28 | 0.00 -67.27 -2.38 28 | 500.0 | 0.00 46.83 0.38 31 | 126.57 -2.38 28 | 0.00 -46.02 -2.38 28 | 666.7 | 0.00 26.79 -0.11 27 | 123.77 -2.38 28 | 0.00 -25.09 -2.38 28 | 833.3 | 0.00 6.23 -0.45 19 | 122.24 -2.38 28 | 0.00 -4.58 -2.38 28 | 1000.0 | 0.00 15.51 -2.38 28 | 119.53 -2.38 28 | 0.00 -15.07 0.38 31 | 1166.7 | 0.00 35.26 -2.38 28 | -129.86 -0.11 27 | 0.00 -36.15 0.38 31 | 1333.3 | 0.00 55.35 -1.88 32 | -131.39 -0.11 27 | 0.00 -58.15 -0.11 27 | 1500.0 | 0.00 75.04 -1.88 32 | -133.13 -0.11 27 | 0.00 -80.23 -0.11 27 | 1666.7 | 0.00 94.61 -1.88 32 | -134.44 -0.11 27 | 0.00 -102.52 -0.11 27 | 1833.3 | 0.00 114.05 -1.88 32 | -135.26 -0.11 27 | 0.00 -125.00 -0.11 27 | 2000.0 | 0.00 133.42 -1.88 32 | -135.95 -0.11 27 | 0.00 -147.62 -0.11 27 | ================================================ ============================ ================================================ ============================ B E A M N O. 134 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 2837.44 1186.39 0.00 1267.88 2981.05 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)




SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 84.99 MX = 0.03 LD= 20 Provide 2 Legged 12í @ 110 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -88.94 MX = 0.67 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 140 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while designing section: 0.0 m m Exceeds maxm. permissible tensile steel % DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 108.38 0.62 31 | 134.45 -0.54 28 | 0.00 -164.05 -0.54 28 | 283.3 | 0.00 96.20 0.62 31 | 126.81 -0.54 28 | 0.00 -127.01 -0.54 28 | 566.7 | 0.00 82.63 0.62 31 | 118.18 -0.54 28 | 0.00 -92.25 -0.54 28 | 850.0 | 0.00 69.40 0.65 27 | 108.74 -0.54 28 | 0.00 -61.93 -0.56 32 | 1133.3 | 0.00 55.82 0.65 27 | 99.47 -0.54 28 | 0.00 -35.67 -0.56 32 | 1416.7 | 0.00 39.13 0.65 27 | 86.71 -0.54 28 | 0.00 -11.27 -0.56 32 | 1700.0 | 0.00 27.71 0.09 11 | -76.43 0.65 27 | 0.00 0.00 0.00 11 | 1983.3 | 0.00 38.43 -0.54 28 | -87.74 0.65 27 | 0.00 -11.03 0.62 31 | 2266.7 | 0.00 54.82 -0.54 28 | -100.51 0.65 27 | 0.00 -35.60 0.62 31 | 2550.0 | 0.00 68.11 -0.54 28 | -109.78 0.65 27 | 0.00 -62.04 0.62 31 | 2833.3 | 0.00 81.51 -0.56 32 | -119.22 0.65 27 | 0.00 -93.01 0.65 27 | 3116.7 | 0.00 94.90 -0.56 32 | -127.84 0.65 27 | 0.00 -128.06 0.65 27 | 3400.0 | 0.00 106.91 -0.56 32 | -135.49 0.65 27 | 0.00 -165.40 0.65 27 | ================================================ ============================ ================================================ ============================ B E A M N O. 141 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm




SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 555.74 214.89 141.91 212.43 476.66 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 276.00 135.54 137.24 266.17 441.71 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 5-12í 2-12í 2-12í 2-12í 5-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 3-12í 2-12í 2-12í 3-12í 4-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 12.30 MX = -8.15 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -1.85 MX = -8.15 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 147 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 600.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm Section fails while designing section: 0.0 m m Exceeding maxm. % while detailing




DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 9.09 46.01 31 | 95.15 -59.94 28 | 0.00 -47.54 -59.94 28 | 50.0 | 0.00 8.37 46.01 31 | 93.68 -59.94 28 | 0.00 -42.82 -59.94 28 | 100.0 | 0.00 7.62 46.01 31 | 92.45 -59.94 28 | 0.00 -38.16 -59.94 28 | 150.0 | 0.00 6.82 46.01 31 | 91.01 -59.94 28 | 0.00 -33.58 -59.94 28 | 200.0 | 0.00 5.98 46.01 31 | 89.61 -59.94 28 | 0.00 -29.06 -59.94 28 | 250.0 | 0.00 5.10 46.01 31 | 88.38 -59.94 28 | 0.00 -24.61 -59.94 28 | 300.0 | 0.00 4.18 46.01 31 | 87.00 -59.94 28 | 0.00 -20.23 -59.94 28 | 350.0 | 0.00 3.22 46.01 31 | 85.66 -59.94 28 | 0.00 -15.91 -59.94 28 | 400.0 | 0.00 2.22 46.01 31 | 84.43 -59.94 28 | 0.00 -11.66 -59.94 28 | 450.0 | 0.00 1.19 46.01 31 | 83.12 -59.94 28 | 0.00 -7.47 -59.94 28 | 500.0 | 0.00 0.11 46.01 31 | 81.84 -59.94 28 | 0.00 -3.35 -59.94 28 | 550.0 | 0.00 0.71 -59.94 28 | 80.61 -59.94 28 | 0.00 -1.00 46.01 31 | 600.0 | 0.00 4.71 -59.94 28 | 79.36 -59.94 28 | 0.00 -2.15 46.01 31 | ================================================ ============================ ================================================ ============================ B E A M N O. 148 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 1334.69 403.99 0.00 566.03 1598.23 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1009.25 611.84 386.95 864.98 1163.06 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 7-16í 3-16í 2-16í 3-16í 8-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 13-10í 8-10í 5-10í 12-10í 15-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -76.88 MX = 1.51 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 149 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 755.89 138.64 0.00 133.83 791.78 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 178.93 267.66 250.99 206.65 115.78 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 4-16í 2-16í 2-16í 2-16í 4-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-10í 4-10í 4-10í 3-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 38.77 MX = -4.20 LD= 27 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -37.17 MX = -4.20 LD= 27 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 150 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 81.52 MX = -0.54 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -80.27 MX = 0.61 LD= 27 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 153 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 717.44 219.80 0.00 256.87 803.91 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 435.99 329.26 159.25 272.80 368.58 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 4-16í 2-16í 2-16í 2-16í 4-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 4-12í 3-12í 2-12í 3-12í 4-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 515.0 mm AWAY FROM STA RT SUPPORT VY = 52.53 MX = 1.85 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -58.43 MX = 2.72 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================




*** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 154 IS LESS THAN 2.5. DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A CONTINUOUS BEAM AND AWAY FROM THE CR ITICAL SECTION FOR ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED., OTHERWISE PROVIDE ENSH AND RENSH PAR AMETERS *** ================================================ ============================ B E A M N O. 154 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 500.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 2885.40 2549.62 2223.38 1906.47 1598.62 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1931.09 1554.31 1188.24 1063.20 1041.65 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 6-25í 6-25í 5-25í 4-25í 4-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 4-25í 4-25í 4-25í 4-25í 4-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í REINF. @ 80 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 104.99 MX = -34.23 LD= 17 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 155 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 47.02 MX = -10.18 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -70.11 MX = -2.64 LD= 26 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 158 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 2655.83 831.53 0.00 1035.53 2966.12 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1934.80 1123.87 519.93 1176.93 2282.98 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 14-16í 5-16í 2-16í 6-16í 15-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 10-16í 6-16í 3-16í 6-16í 12-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 99.03 MX = 0.66 LD= 27 Provide 2 Legged 12í @ 110 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -102.24 MX = -0.03 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================




SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 6-25í 3-25í 2-25í 3-25í 6-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 12-16í 5-16í 5-16í 6-16í 10-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 99.14 MX = 0.69 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -95.86 MX = -0.28 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 162 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 892.63 302.37 0.00 319.11 1044.66 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 605.11 397.44 149.52 304.83 488.62 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 5-16í 2-16í 2-16í 2-16í 6-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 2-20í 2-20í 2-20í 2-20í 2-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ----------------------------




SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM STA RT SUPPORT VY = 21.40 MX = -18.00 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 168 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 2123.49 814.10 233.78 1475.18 2994.41 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 2015.88 857.44 283.05 1401.60 2606.51 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 11-16í 5-16í 3-16í 8-16í 15-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 11-16í 5-16í 3-16í 7-16í 13-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 90 mm c/c @ 80 mm c/c @ 100 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 111.62 MX = -2.26 LD= 28 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -118.43 MX = -0.21 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 169 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 765.0 mm AWAY FROM END SUPPORT VY = -42.77 MX = -58.93 LD= 27 Provide 2 Legged 12í @ 140 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 172 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 1895.65 980.85 247.10 323.54 1126.53 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1769.55 1001.99 317.98 328.76 1006.05 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 17-12í 9-12í 3-12í 3-12í 10-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 16-12í 9-12í 3-12í 3-12í 9-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 72.79 MX = -0.44 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 173 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2900.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm




SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 13-16í 4-16í 2-16í 5-16í 14-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 4-25í 3-25í 3-25í 3-25í 5-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 81.36 MX = 0.06 LD= 20 Provide 2 Legged 12í @ 110 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -84.89 MX = 0.64 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 175 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while detailing Exceeding maxm. % while detailing




DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 93.24 0.54 31 | 125.39 -0.44 28 | 0.00 -148.60 -0.44 28 | 283.3 | 0.00 83.58 0.54 31 | 117.74 -0.44 28 | 0.00 -114.13 -0.44 28 | 566.7 | 0.00 72.54 0.54 31 | 109.12 -0.44 28 | 0.00 -81.94 -0.44 28 | 850.0 | 0.00 61.87 0.57 27 | 99.68 -0.44 28 | 0.00 -54.23 -0.47 32 | 1133.3 | 0.00 50.80 0.57 27 | 90.41 -0.44 28 | 0.00 -30.52 -0.47 32 | 1416.7 | 0.00 36.62 0.57 27 | 77.65 -0.44 28 | 0.00 -8.67 -0.47 32 | 1700.0 | 0.00 27.74 0.11 11 | -67.57 0.57 27 | 0.00 0.00 0.00 11 | 1983.3 | 0.00 35.90 -0.44 28 | -78.88 0.57 27 | 0.00 -8.52 0.54 31 | 2266.7 | 0.00 49.73 -0.44 28 | -91.65 0.57 27 | 0.00 -30.57 0.54 31 | 2550.0 | 0.00 60.45 -0.44 28 | -100.92 0.57 27 | 0.00 -54.49 0.54 31 | 2833.3 | 0.00 71.33 -0.47 32 | -110.36 0.57 27 | 0.00 -82.98 0.57 27 | 3116.7 | 0.00 82.16 -0.47 32 | -118.98 0.57 27 | 0.00 -115.51 0.57 27 | 3400.0 | 0.00 91.61 -0.47 32 | -126.63 0.57 27 | 0.00 -150.34 0.57 27 | ================================================ ============================ ================================================ ============================ B E A M N O. 176 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 314.13 173.45 231.76 290.31 516.63 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 443.01 316.04 211.24 133.46 180.19 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 4-10í 3-10í 3-10í 4-10í 7-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 4-12í 3-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = -23.59 MX = 11.31 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -36.55 MX = 11.31 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 177 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 541.75 243.97 115.09 169.93 409.92 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 325.21 196.92 169.34 238.40 377.79 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 7-10í 4-10í 2-10í 3-10í 6-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 5-10í 3-10í 3-10í 4-10í 5-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 51.44 MX = -4.14 LD= 18 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -9.05 MX = -8.48 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================




================================================ ============================ B E A M N O. 178 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 442.69 199.64 126.91 259.43 582.95 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 463.20 283.87 188.40 205.03 339.13 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 3-16í 2-16í 2-16í 2-16í 3-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 6-10í 4-10í 3-10í 3-10í 5-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = -22.10 MX = 9.96 LD= 20 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -33.94 MX = 9.96 LD= 20 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 179 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 17.95 MX = -6.56 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = 3.79 MX = -6.56 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ *** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 182 IS LESS THAN 2.5. DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A CONTINUOUS BEAM AND AWAY FROM THE CR ITICAL SECTION FOR ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED., OTHERWISE PROVIDE ENSH AND RENSH PAR AMETERS *** ================================================ ============================ B E A M N O. 182 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 600.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm Section fails while designing section: 0.0 m m Nominal shear force exceeds tauc_max limit ================================================ ============================ DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 4.17 35.19 31 | 86.62 -49.65 28 | 0.00 -42.87 -49.65 28 | 50.0 | 0.00 3.91 35.19 31 | 85.16 -49.65 28 | 0.00 -38.57 -49.65 28 | 100.0 | 0.00 3.61 35.19 31 | 83.92 -49.65 28 | 0.00 -34.34 -49.65 28 | 150.0 | 0.00 3.27 35.19 31 | 82.49 -49.65 28 | 0.00 -30.19 -49.65 28 | 200.0 | 0.00 2.88 35.19 31 | 81.08 -49.65 28 | 0.00 -26.10 -49.65 28 | 250.0 | 0.00 2.46 35.19 31 | 79.85 -49.65 28 | 0.00 -22.07 -49.65 28 | 300.0 | 0.00 1.99 35.19 31 | 78.48 -49.65 28 | 0.00 -18.12 -49.65 28 | 350.0 | 0.00 1.49 35.19 31 | 77.14 -49.65 28 | 0.00 -14.22 -49.65 28 | 400.0 | 0.00 0.95 35.19 31 | 75.91 -49.65 28 | 0.00 -10.40 -49.65 28 | 450.0 | 0.00 0.36 35.19 31 | 74.60 -49.65 28 | 0.00 -6.64 -49.65 28 | 500.0 | 0.00 0.00 0.00 11 | 73.32 -49.65 28 | 0.00 -2.94 -49.65 28 | 550.0 | 0.00 0.70 -49.65 28 | 72.09 -49.65 28 | 0.00 -0.91 35.19 31 | 600.0 | 0.00 4.27 -49.65 28 | 70.84 -49.65 28 | 0.00 -1.61 35.19 31 | ================================================ ============================




================================================ ============================ B E A M N O. 183 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 1140.84 292.65 0.00 416.43 1368.87 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 701.60 496.01 374.94 694.21 846.32 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 6-16í 3-16í 2-16í 3-16í 7-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 9-10í 7-10í 5-10í 9-10í 11-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -67.64 MX = 0.94 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 184 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 77.25 MX = -0.38 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT VY = -77.59 MX = 0.48 LD= 27 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 187 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2900.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 1547.51 465.36 0.00 478.51 1511.73 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 934.18 585.50 285.82 664.24 906.48 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 5-20í 3-20í 2-20í 3-20í 5-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-20í 3-20í 3-20í 3-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 71.54 MX = -0.42 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -70.45 MX = 0.52 LD= 27 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================




================================================ ============================ B E A M N O. 188 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 552.63 155.75 0.00 194.41 677.01 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 303.19 264.57 158.62 211.11 240.91 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 5-12í 2-12í 2-12í 2-12í 6-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 4-10í 4-10í 3-10í 3-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 515.0 mm AWAY FROM STA RT SUPPORT VY = 43.92 MX = 1.92 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -50.54 MX = 2.60 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ *** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 189 IS LESS THAN 2.5. DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A CONTINUOUS BEAM AND AWAY FROM THE CR ITICAL SECTION FOR ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED., OTHERWISE PROVIDE ENSH AND RENSH PAR AMETERS ***




================================================ ============================ B E A M N O. 189 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 500.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 2464.83 2162.04 1868.67 1584.46 1309.18 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1434.36 1100.39 776.78 707.74 717.02 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 22-12í 20-12í 17-12í 15-12í 12-12í REINF. 2 layer(s) 2 layer(s) 2 layer(s) 2 layer(s) 1 layer(s) BOTTOM 13-12í 10-12í 7-12í 7-12í 7-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í REINF. @ 90 mm c/c @ 100 mm c/c @ 100 mm c/c @ 100 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 100.82 MX = -29.10 LD= 17 Provide 2 Legged 12í @ 100 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 190 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 43.83 MX = -8.60 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -11.35 MX = -8.60 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 193 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 2245.82 592.82 0.00 758.09 2555.70 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1517.40 866.61 504.76 900.22 1979.51 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 12-16í 3-16í 2-16í 4-16í 13-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 8-16í 5-16í 3-16í 5-16í 10-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 87.92 MX = 0.59 LD= 27 Provide 2 Legged 12í @ 110 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -90.78 MX = 0.09 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================




SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 13-16í 3-16í 2-16í 3-16í 12-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 18-12í 7-12í 7-12í 8-12í 15-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 91.50 MX = 0.60 LD= 27 Provide 2 Legged 12í @ 110 mm c/c SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -88.42 MX = -0.20 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 197 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 679.23 217.30 0.00 235.31 810.73 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 410.08 303.50 151.16 221.33 311.49 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 4-12í 3-12í 2-12í 2-12í 3-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ----------------------------




================================================ ============================ B E A M N O. 199 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 1135.87 595.90 382.91 318.90 318.90 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 427.24 373.60 512.43 613.22 666.73 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 6-16í 3-16í 3-16í 3-16í 3-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 4-12í 4-12í 5-12í 6-12í 6-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 45.30 MX = -48.01 LD= 28 Provide 2 Legged 12í @ 170 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 200 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM STA RT SUPPORT VY = 101.89 MX = -0.29 LD= 28 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -103.98 MX = 0.45 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 211 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 143.89 110.19 116.30 239.27 420.34 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 312.84 263.39 178.02 110.19 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 2-12í 2-12í 2-12í 3-12í 4-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 4-10í 4-10í 3-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = -19.47 MX = 9.33 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -32.42 MX = 9.33 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================




================================================ ============================ B E A M N O. 212 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 381.06 183.20 110.60 110.60 244.20 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 176.92 123.86 132.58 177.73 253.19 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 5-10í 3-10í 2-10í 2-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-10í 2-10í 2-10í 3-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 37.48 MX = -3.88 LD= 18 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = 25.62 MX = -3.88 LD= 18 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 213 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 38.55 MX = -0.14 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -34.46 MX = -0.02 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 216 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 291.24 151.84 128.19 110.60 163.42 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 110.60 110.60 110.60 110.79 135.84 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 4-10í 2-10í 2-10í 2-10í 3-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 23.98 MX = -4.32 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = 9.83 MX = -4.32 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================




*** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 217 IS LESS THAN 2.5. DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A CONTINUOUS BEAM AND AWAY FROM THE CR ITICAL SECTION FOR ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED., OTHERWISE PROVIDE ENSH AND RENSH PAR AMETERS *** ================================================ ============================ B E A M N O. 217 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 600.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm Section fails while designing section: 0.0 m m Nominal shear force exceeds tauc_max limit ================================================ ============================ DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 0.00 0.00 11 | 75.01 -35.42 28 | 0.00 -36.64 -35.42 28 | 50.0 | 0.00 0.00 0.00 11 | 73.54 -35.42 28 | 0.00 -32.93 -35.42 28 | 100.0 | 0.00 0.00 0.00 11 | 72.31 -35.42 28 | 0.00 -29.28 -35.42 28 | 150.0 | 0.00 0.00 0.00 11 | 70.87 -35.42 28 | 0.00 -25.70 -35.42 28 | 200.0 | 0.00 0.00 0.00 11 | 69.47 -35.42 28 | 0.00 -22.19 -35.42 28 | 250.0 | 0.00 0.00 0.00 11 | 68.24 -35.42 28 | 0.00 -18.75 -35.42 28 | 300.0 | 0.00 0.00 0.00 11 | 66.86 -35.42 28 | 0.00 -15.37 -35.42 28 | 350.0 | 0.00 0.00 0.00 11 | 65.52 -35.42 28 | 0.00 -12.06 -35.42 28 | 400.0 | 0.00 0.00 0.00 11 | 64.29 -35.42 28 | 0.00 -8.82 -35.42 28 | 450.0 | 0.00 0.00 0.00 11 | 62.98 -35.42 28 | 0.00 -5.64 -35.42 28 | 500.0 | 0.00 0.00 0.00 11 | 61.70 -35.42 28 | 0.00 -2.52 -35.42 28 | 550.0 | 0.00 0.53 -35.42 28 | 60.47 -35.42 28 | 0.00 -0.76 20.68 31 | 600.0 | 0.00 3.53 -35.42 28 | 59.22 -35.42 28 | 0.00 -0.85 20.68 31 | ================================================ ============================ ================================================ ============================ B E A M N O. 218 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 29.85 MX = -0.68 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -36.97 MX = -0.31 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 221 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 850.45 262.59 0.00 250.66 853.73 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 496.16 322.56 108.43 286.45 455.86 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 11-10í 4-10í 2-10í 4-10í 11-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 7-10í 5-10í 3-10í 4-10í 6-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 50.61 MX = -0.22 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT VY = -50.89 MX = 0.51 LD= 27 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================




SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 353.64 110.60 0.00 126.35 464.20 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 144.32 189.71 164.46 142.12 110.19 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 5-10í 2-10í 2-10í 2-10í 6-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 515.0 mm AWAY FROM STA RT SUPPORT VY = 32.80 MX = 2.29 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -39.58 MX = 2.74 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ *** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 224 IS LESS THAN 2.5. DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A CONTINUOUS BEAM AND AWAY FROM THE CR ITICAL SECTION FOR ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED., OTHERWISE PROVIDE ENSH AND RENSH PAR AMETERS *** ================================================ ============================ B E A M N O. 224 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 500.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 37.05 MX = 4.23 LD= 19 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -44.92 MX = 4.23 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 227 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 397.32 151.16 0.00 151.16 397.71 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 151.16 151.16 173.60 171.91 151.16 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 2-16í 2-16í 2-16í 2-16í 2-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 40.13 MX = -6.17 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -37.36 MX = -3.70 LD= 11 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================




SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 66.62 MX = 0.12 LD= 20 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -69.38 MX = 0.50 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 245 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 1885.17 465.91 0.00 484.97 1954.76 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1039.00 622.04 513.46 578.63 1114.81 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 4-25í 3-25í 2-25í 3-25í 4-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 10-12í 6-12í 5-12í 6-12í 10-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM STA RT SUPPORT VY = 81.81 MX = -0.14 LD= 28 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -85.27 MX = 0.27 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 246 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm




SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 4-10í 2-10í 3-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 11.58 MX = -6.32 LD= 20 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = 7.37 MX = -6.32 LD= 20 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 248 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 126.81 110.60 110.60 182.81 284.71 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 268.06 210.43 144.39 110.60 110.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 2-10í 3-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 4-10í 3-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ----------------------------




SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 221.93 132.78 110.60 110.60 110.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 110.60 110.60 110.60 110.60 125.69 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 17.50 MX = -3.70 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = 12.16 MX = -3.70 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ *** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 252 IS LESS THAN 2.5. DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A CONTINUOUS BEAM AND AWAY FROM THE CR ITICAL SECTION FOR ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED., OTHERWISE PROVIDE ENSH AND RENSH PAR AMETERS *** ================================================ ============================ B E A M N O. 252 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 600.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm




SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 13.93 MX = -1.83 LD= 27 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -15.97 MX = -1.64 LD= 19 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 255 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 110.60 0.00 0.00 110.60 153.08 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 110.60 110.60 110.60 110.60 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 7.66 MX = -0.26 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -15.40 MX = 0.39 LD= 17 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 256 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 515.0 mm AWAY FROM STA RT SUPPORT VY = 10.01 MX = 0.90 LD= 27 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -17.59 MX = 1.47 LD= 11 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ *** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 259 IS LESS THAN 2.5. DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A CONTINUOUS BEAM AND AWAY FROM THE CR ITICAL SECTION FOR ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED., OTHERWISE PROVIDE ENSH AND RENSH PAR AMETERS *** ================================================ ============================ B E A M N O. 259 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 500.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 873.16 724.26 587.19 459.76 340.32 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 173.07 173.07 173.07 173.07 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 8-12í 7-12í 6-12í 5-12í 4-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 4-12í 4-12í 4-12í 4-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 100 mm c/c @ 100 mm c/c @ 100 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 52.26 MX = -13.66 LD= 17 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 82.57 MX = -3.38 LD= 11 Provide 2 Legged 12í @ 180 mm c/c SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT VY = -95.18 MX = -3.38 LD= 11 Provide 2 Legged 12í @ 180 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 269 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 623.21 318.90 318.90 0.00 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 317.67 317.67 322.62 395.55 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 3-20í 3-20í 2-20í 2-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-16í 3-16í 3-16í 3-16í 3-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 55.11 MX = -13.64 LD= 28 Provide 2 Legged 12í @ 180 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 270 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 765.0 mm AWAY FROM END SUPPORT VY = -49.98 MX = 9.73 LD= 20 Provide 2 Legged 12í @ 180 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 277 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 255.07 139.28 139.28 139.28 139.28 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 161.13 148.52 138.46 138.46 138.46 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 4-10í 3-10í 3-10í 3-10í 3-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-12í 3-12í 3-12í 3-12í 3-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 17.47 MX = -0.19 LD= 20 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 278 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2900.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm




SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM STA RT SUPPORT VY = 36.17 MX = 0.31 LD= 20 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -36.91 MX = 0.07 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 446 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 250.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 188.95 188.95 0.00 188.95 188.95 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 188.95 188.95 188.95 188.95 188.95 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 615.0 mm AWAY FROM STA RT SUPPORT VY = 8.66 MX = -0.06 LD= 26 Provide 2 Legged 12í @ 130 mm c/c SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT VY = -16.17 MX = -0.42 LD= 25 Provide 2 Legged 12í @ 130 mm c/c ================================================ ============================




SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 10.62 MX = -0.82 LD= 26 Provide 2 Legged 12í @ 130 mm c/c SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT VY = -11.42 MX = -1.77 LD= 27 Provide 2 Legged 12í @ 130 mm c/c ================================================ ============================ ********************END OF BEAM DESIGN RESULTS** ****************** 279. DESIGN COLUMN 281 TO 445




================================================ ============================ C O L U M N N O. 281 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 282 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 283 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 284 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================




================================================ ============================ C O L U M N N O. 285 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 286 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 287 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 1532.91 Sq.mm. REQD. CONCRETE AREA: 78467.09 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 16 dia. (2.01 %, 1608.50 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1536.42 Muz1 : 87.76 Muy1 : 35.37 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================




================================================ ============================ C O L U M N N O. 288 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 2275.35 Sq.mm. REQD. CONCRETE AREA: 77724.65 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 20 dia. (3.14 %, 2513.27 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1757.49 Muz1 : 135.30 Muy1 : 51.40 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 289 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 25 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 892.80 Sq.mm. REQD. CONCRETE AREA: 79107.20 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c




SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1345.83 Muz1 : 81.47 Muy1 : 35.00 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 290 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 25 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 804.20 Sq.mm. REQD. CONCRETE AREA: 79195.80 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1319.45 Muz1 : 74.60 Muy1 : 32.36 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 291 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 25 SHORT(Z) /BRA CED LONG(Y)




REQD. STEEL AREA : 682.96 Sq.mm. REQD. CONCRETE AREA: 79317.04 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1283.35 Muz1 : 64.76 Muy1 : 28.55 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 292 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 29 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 563.12 Sq.mm. REQD. CONCRETE AREA: 79436.88 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1247.67 Muz1 : 44.47 Muy1 : 20.22 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================




SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1187.86 Muz1 : 30.29 Muy1 : 14.45 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 295 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 296 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 297 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 298 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================




REQD. STEEL AREA : 208.26 Sq.mm. REQD. CONCRETE AREA: 79791.73 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1142.01 Muz1 : 19.37 Muy1 : 9.71 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 323 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 324 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 2328.45 Sq.mm. REQD. CONCRETE AREA: 77671.55 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 20 dia. (3.14 %, 2513.27 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1773.30 Muz1 : 131.61 Muy1 : 48.85 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================




REQD. STEEL AREA : 1223.54 Sq.mm. REQD. CONCRETE AREA: 78776.46 Sq.mm. MAIN REINFORCEMENT : Provide 4 - 20 dia. (1.57 %, 1256.64 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1444.31 Muz1 : 82.16 Muy1 : 34.01 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 329 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 872.94 Sq.mm. REQD. CONCRETE AREA: 79127.05 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1339.92 Muz1 : 55.50 Muy1 : 24.22 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 330 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================




================================================ ============================ C O L U M N N O. 335 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 336 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 27 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 1461.16 Sq.mm. REQD. CONCRETE AREA: 78538.84 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 16 dia. (2.01 %, 1608.50 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1515.06 Muz1 : 86.29 Muy1 : 34.97 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 337 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================




SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1488.69 Muz1 : 90.66 Muy1 : 37.07 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 350 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 20 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 511.91 Sq.mm. REQD. CONCRETE AREA: 79488.09 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1232.42 Muz1 : 37.48 Muy1 : 17.35 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 351 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================




================================================ ============================ C O L U M N N O. 352 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 353 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 354 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 355 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 SHORT(Z) /BRA CED LONG(Y)




REQD. STEEL AREA : 3899.47 Sq.mm. REQD. CONCRETE AREA: 121100.52 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 25 dia. (3.14 %, 3926.99 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 250 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2848.57 Muz1 : 285.39 Muy1 : 1 15.42 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 356 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 2622.82 Sq.mm. REQD. CONCRETE AREA: 122377.18 Sq.mm. MAIN REINFORCEMENT : Provide 12 - 20 dia. (3.02 %, 3769.91 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 250 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2468.44 Muz1 : 208.62 Muy1 : 87.76 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================




================================================ ============================ C O L U M N N O. 357 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 20 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 1423.88 Sq.mm. REQD. CONCRETE AREA: 123576.12 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 16 dia. (1.29 %, 1608.50 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 250 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2111.46 Muz1 : 121.88 Muy1 : 53.71 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 358 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 359 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================




================================================ ============================ C O L U M N N O. 360 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 361 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 362 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 27 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 2186.76 Sq.mm. REQD. CONCRETE AREA: 77813.24 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 20 dia. (3.14 %, 2513.27 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1731.11 Muz1 : 130.50 Muy1 : 50.01 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================




================================================ ============================ C O L U M N N O. 369 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 3492.24 Sq.mm. REQD. CONCRETE AREA: 121507.76 Sq.mm. MAIN REINFORCEMENT : Provide 12 - 20 dia. (3.02 %, 3769.91 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 250 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2727.31 Muz1 : 265.59 Muy1 : 1 08.65 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 370 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 2602.57 Sq.mm. REQD. CONCRETE AREA: 122397.43 Sq.mm. MAIN REINFORCEMENT : Provide 12 - 20 dia. (3.02 %, 3769.91 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 250 mm c/c




SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2462.42 Muz1 : 207.42 Muy1 : 87.30 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 371 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 1218.56 Sq.mm. REQD. CONCRETE AREA: 123781.45 Sq.mm. MAIN REINFORCEMENT : Provide 12 - 12 dia. (1.09 %, 1357.17 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2050.32 Muz1 : 105.82 Muy1 : 47.22 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 372 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================




================================================ ============================ C O L U M N N O. 377 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 378 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 19 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 1461.69 Sq.mm. REQD. CONCRETE AREA: 78538.31 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 16 dia. (2.01 %, 1608.50 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1515.22 Muz1 : 87.79 Muy1 : 35.53 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 379 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================




SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1361.78 Muz1 : 64.87 Muy1 : 27.80 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 386 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 387 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 26 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 2212.20 Sq.mm. REQD. CONCRETE AREA: 77787.80 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 20 dia. (3.14 %, 2513.27 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1738.68 Muz1 : 126.74 Muy1 : 47.53 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================




REQD. STEEL AREA : 759.91 Sq.mm. REQD. CONCRETE AREA: 79240.09 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1306.26 Muz1 : 67.27 Muy1 : 29.36 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 392 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 26 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 342.43 Sq.mm. REQD. CONCRETE AREA: 79657.57 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1181.96 Muz1 : 32.28 Muy1 : 15.33 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 393 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================




SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1418.54 Muz1 : 70.75 Muy1 : 29.73 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 400 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 401 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 END JOINT: 52 SHO RT COLUMN REQD. STEEL AREA : 3189.22 Sq.mm. REQD. CONCRETE AREA: 176810.78 Sq.mm. MAIN REINFORCEMENT : Provide 16 - 16 dia. (1.79 %, 3216.99 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 255 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3379.59 Muz1 : 346.09 Muy1 : 1 52.52 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 32 END JOINT: 52 Puz : 3387.86 Muz : 347. 94 Muy : 152.81 IR: 1.00




================================================ ============================ ================================================ ============================ C O L U M N N O. 402 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 END JOINT: 104 SHO RT COLUMN REQD. STEEL AREA : 2692.22 Sq.mm. REQD. CONCRETE AREA: 177307.78 Sq.mm. MAIN REINFORCEMENT : Provide 16 - 16 dia. (1.79 %, 3216.99 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 255 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3231.61 Muz1 : 302.60 Muy1 : 1 34.81 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 32 END JOINT: 104 Puz : 3387.86 Muz : 340. 70 Muy : 149.11 IR: 0.90 ================================================ ============================ ================================================ ============================ C O L U M N N O. 403 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 END JOINT: 130 SHO RT COLUMN




REQD. STEEL AREA : 2759.92 Sq.mm. REQD. CONCRETE AREA: 177240.08 Sq.mm. MAIN REINFORCEMENT : Provide 16 - 16 dia. (1.79 %, 3216.99 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 255 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3251.76 Muz1 : 298.63 Muy1 : 1 32.59 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 32 END JOINT: 130 Puz : 3387.86 Muz : 332. 72 Muy : 145.71 IR: 0.91 ================================================ ============================ ================================================ ============================ C O L U M N N O. 404 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 END JOINT: 156 SHO RT COLUMN REQD. STEEL AREA : 2610.93 Sq.mm. REQD. CONCRETE AREA: 177389.08 Sq.mm. MAIN REINFORCEMENT : Provide 16 - 16 dia. (1.79 %, 3216.99 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 255 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3207.40 Muz1 : 277.98 Muy1 : 1 23.26 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 32 END JOINT: 156 Puz : 3387.86 Muz : 322. 86 Muy : 141.25 IR: 0.87




REQD. STEEL AREA : 1450.82 Sq.mm. REQD. CONCRETE AREA: 178549.19 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 16 dia. (0.89 %, 1608.50 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 255 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2861.98 Muz1 : 167.98 Muy1 : 76.85 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 28 END JOINT: 208 Puz : 2908.93 Muz : 184. 47 Muy : 82.69 IR: 0.92 ================================================ ============================ ================================================ ============================ C O L U M N N O. 407 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 408 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 409 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit




================================================ ============================ ================================================ ============================ C O L U M N N O. 410 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 411 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 27 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 3379.10 Sq.mm. REQD. CONCRETE AREA: 121620.90 Sq.mm. MAIN REINFORCEMENT : Provide 12 - 20 dia. (3.02 %, 3769.91 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 250 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2693.63 Muz1 : 262.99 Muy1 : 1 07.96 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================




SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2101.97 Muz1 : 118.84 Muy1 : 52.46 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 414 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 415 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 END JOINT: 49 SHO RT COLUMN REQD. STEEL AREA : 3865.88 Sq.mm. REQD. CONCRETE AREA: 176134.12 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 25 dia. (2.18 %, 3926.99 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 300 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3581.06 Muz1 : 385.10 Muy1 : 1 64.94 INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 28 END JOINT: 49 Puz : 3599.26 Muz : 395. 73 Muy : 166.02 IR: 0.98




REQD. STEEL AREA : 1755.32 Sq.mm. REQD. CONCRETE AREA: 178244.69 Sq.mm. MAIN REINFORCEMENT : Provide 16 - 12 dia. (1.01 %, 1809.56 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2952.65 Muz1 : 201.19 Muy1 : 91.20 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 19 END JOINT: 205 Puz : 2968.80 Muz : 205. 98 Muy : 92.91 IR: 0.98 ================================================ ============================ ================================================ ============================ C O L U M N N O. 421 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 422 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 423 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit




================================================ ============================ ================================================ ============================ C O L U M N N O. 424 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 425 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 426 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 27 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 2182.27 Sq.mm. REQD. CONCRETE AREA: 77817.73 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 20 dia. (3.14 %, 2513.27 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1729.77 Muz1 : 126.90 Muy1 : 48.50 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================




================================================ ============================ C O L U M N N O. 427 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 27 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 770.10 Sq.mm. REQD. CONCRETE AREA: 79229.90 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1309.30 Muz1 : 54.76 Muy1 : 24.09 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 428 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================




================================================ ============================ C O L U M N N O. 429 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 27 END JOINT: 46 SHO RT COLUMN REQD. STEEL AREA : 4130.07 Sq.mm. REQD. CONCRETE AREA: 175869.94 Sq.mm. MAIN REINFORCEMENT : Provide 16 - 20 dia. (2.79 %, 5026.55 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 300 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3659.73 Muz1 : 397.35 Muy1 : 1 69.38 INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 32 END JOINT: 46 Puz : 3926.66 Muz : 479. 43 Muy : 202.30 IR: 0.88 ================================================ ============================ ================================================ ============================ C O L U M N N O. 430 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 END JOINT: 98 SHO RT COLUMN




REQD. STEEL AREA : 2511.20 Sq.mm. REQD. CONCRETE AREA: 177488.80 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 20 dia. (1.40 %, 2513.27 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 300 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3177.71 Muz1 : 260.37 Muy1 : 1 15.65 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 32 END JOINT: 176 Puz : 3178.33 Muz : 270. 34 Muy : 117.44 IR: 0.98 ================================================ ============================ ================================================ ============================ C O L U M N N O. 434 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 END JOINT: 202 SHO RT COLUMN REQD. STEEL AREA : 1770.46 Sq.mm. REQD. CONCRETE AREA: 178229.55 Sq.mm. MAIN REINFORCEMENT : Provide 16 - 12 dia. (1.01 %, 1809.56 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2957.15 Muz1 : 189.58 Muy1 : 85.70 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 28 END JOINT: 202 Puz : 2968.80 Muz : 193. 95 Muy : 87.15 IR: 0.98




================================================ ============================ ================================================ ============================ C O L U M N N O. 435 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 436 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 END JOINT: 50 SHO RT COLUMN REQD. STEEL AREA : 5116.69 Sq.mm. REQD. CONCRETE AREA: 174883.31 Sq.mm. MAIN REINFORCEMENT : Provide 12 - 25 dia. (3.27 %, 5890.49 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 300 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3953.49 Muz1 : 472.07 Muy1 : 2 00.31 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 32 END JOINT: 50 Puz : 4183.89 Muz : 525. 87 Muy : 217.95 IR: 0.92 ================================================ ============================




================================================ ============================ C O L U M N N O. 437 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 END JOINT: 102 SHO RT COLUMN REQD. STEEL AREA : 4402.43 Sq.mm. REQD. CONCRETE AREA: 175597.58 Sq.mm. MAIN REINFORCEMENT : Provide 16 - 20 dia. (2.79 %, 5026.55 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 300 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3740.82 Muz1 : 420.28 Muy1 : 1 80.82 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 32 END JOINT: 102 Puz : 3926.66 Muz : 461. 21 Muy : 195.73 IR: 0.92 ================================================ ============================ ================================================ ============================ C O L U M N N O. 438 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 END JOINT: 128 SHO RT COLUMN




REQD. STEEL AREA : 1102.59 Sq.mm. REQD. CONCRETE AREA: 137824.36 Sq.mm. MAIN REINFORCEMENT : Provide 12 - 12 dia. (0.75 %, 1357.17 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2758.30 Muz1 : 131.53 Muy1 : 61.11 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 32 END JOINT: 206 Puz : 2834.10 Muz : 154. 29 Muy : 70.46 IR: 0.86 ================================================ ============================ ================================================ ============================ C O L U M N N O. 442 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2400.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 END JOINT: 211 SHO RT COLUMN REQD. STEEL AREA : 383.33 Sq.mm. REQD. CONCRETE AREA: 47916.84 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (0.72 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1801.64 Muz1 : 37.13 Muy1 : 18.38 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 28 END JOINT: 211 Puz : 1956.90 Muz : 75. 39 Muy : 34.50 IR: 0.53




================================================ ============================ ================================================ ============================ C O L U M N N O. 443 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2400.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 END JOINT: 212 SHO RT COLUMN REQD. STEEL AREA : 675.82 Sq.mm. REQD. CONCRETE AREA: 84477.63 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (0.50 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2631.23 Muz1 : 77.77 Muy1 : 37.50 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 28 END JOINT: 212 Puz : 2699.40 Muz : 98. 44 Muy : 46.38 IR: 0.80 ================================================ ============================ ================================================ ============================ C O L U M N N O. 444 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2400.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 27 END JOINT: 210 SHO RT COLUMN




REQD. STEEL AREA : 362.04 Sq.mm. REQD. CONCRETE AREA: 79637.96 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1187.80 Muz1 : 27.20 Muy1 : 13.13 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 27 END JOINT: 210 Puz : 1349.40 Muz : 56. 92 Muy : 24.52 IR: 0.53 ================================================ ============================ ================================================ ============================ C O L U M N N O. 445 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2400.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 27 END JOINT: 209 TEN SION COLUMN REQD. STEEL AREA : 659.98 Sq.mm. REQD. CONCRETE AREA: 82498.05 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (0.50 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2626.51 Muz1 : 75.84 Muy1 : 36.63 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 27 END JOINT: 209 Puz : 2699.40 Muz : 97. 96 Muy : 46.17 IR: 0.79




================================================ ============================ ********************END OF COLUMN DESIGN RESULTS ******************** 280. FC 25000 ALL 281. END CONCRETE DESIGN 282. FINISH *********** END OF THE STAAD.Pro RUN * ********** **** DATE= APR 19,2010 TIME= 14:11 :57 **** ****************************************** ****************** * For questions on STAAD.Pro, plea se contact * * Research Engineers Offices at the foll owing locations * * * * Telephone E mail * * USA: +1 (714)974-2500 suppor [email protected] * * CANADA +1 (905)632-4771 detech @odandetech.com * * CANADA +1 (604)629 6087 staad@ dowco.com * * UK +44(1454)207-000 suppor [email protected] * * FRANCE +33(0)1 64551084 suppor [email protected] * * GERMANY +49/931/40468-71 info@r eig.de * * NORWAY +47 67 57 21 30 staad@ edr.no * * SINGAPORE +65 6225-6015/16 suppor [email protected] * * INDIA +91(033)2357-3575 support@cal cutta.reiusa.com * * JAPAN +81(03)5952-6500 eng-ey [email protected] * * CHINA +86(411)363-1983 suppor [email protected] * * THAILAND +66(0)2645-1018/19 support @thai.reiusa.com * * * * North America support @reiusa.com * * Europe support @reel.co.uk * * Asia support @reiasia.net * ****************************************** ******************




Information about the key files in the current dist ribution Modification Date CRC Size (Bytes) Fil e Name--------------------------------------------------- --------------------------------------07/18/2006 0x3881 13000704 SProSta ad.exe07/18/2006 0x100 05738496 SProSta adStl.exe09/19/2003 0x2fc0 00081970 CMesh.d ll05/31/2006 0x3c0 02486272 dbSecti onInterface.dll01/24/2001 0x9b40 00073728 LoadGen .dll09/25/2003 0x6340 00704512 MeshEng ine.dll09/22/2003 0xce00 00069632 QuadPla teEngine.dll12/23/2005 0x4181 00094208 SurfMes h.dll01/03/2006 0x81c1 00493568 aiscsec tions.mdb06/13/2006 0xd4c1 01204224 AISCSec tionsRCeco.mdb01/05/2005 0x79c1 00319488 aiscsec tions_all_editions.mdb01/05/2005 0x4b81 01810432 aiscste eljoists.mdb01/05/2005 0xcac1 03651584 aitctim bersections.mdb01/27/2005 0xeb01 00552960 aluminu msections.mdb01/05/2005 0xcd01 00163840 austral iansections.mdb01/05/2005 0x6a41 00229376 british sections.mdb07/08/2005 0x9d41 00434176 bscoldf ormedsections.mdb06/28/2005 0x8201 00327680 butlerc oldformedsections.mdb01/05/2005 0xabc0 00262144 canadia nsections.mdb05/31/2005 0x9e81 00450560 canadia ntimbersections.mdb06/09/2006 0x1f81 00774144 Chinese Sections.mdb01/05/2005 0xd6c0 00600064 dutchse ctions.mdb01/05/2005 0x1a00 00354304 europea nsections.mdb01/05/2005 0xd301 00202752 frenchs ections.mdb01/05/2005 0x11c1 00233472 germans ections.mdb01/05/2005 0x3c40 00264192 indians ections.mdb01/05/2005 0xd540 00180224 iscoldf ormedsections.mdb03/23/2006 0xa080 00200704 japanes esections.mdb11/09/2005 0x9081 00376832 Kingspa ncoldformedsections.mdb01/05/2005 0xb740 00174080 koreans ections.mdb02/03/2005 0xda00 00096256 lysaght coldformedsections.mdb02/07/2005 0x9a00 00243712 mexican steeltables.mdb06/13/2006 0x3501 00421888 RCecoCo ldFormedSections.mdb02/03/2005 0x9b40 00307200 russian sections.mdb01/05/2005 0x9081 00206848 southaf ricansections.mdb01/06/2005 0x9341 00194560 spanish sections.mdb01/04/2006 0x8680 00223232 uscoldf ormedsections.mdb01/05/2005 0xbac0 00149504 usersec tionstemplate.mdb01/20/2006 0x8e40 00159744 venezue lansections.mdb--------------------------------------------------- --------------------------------------


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