staad analysis report of maitidevi residential building
TRANSCRIPT
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8/21/2019 Staad Analysis Report of MaitiDevi Residential Building
1/146
STAAD.Pro Report
Design of Residential
Building at MaitiDevi
To:
EXESS
From:
Prakash Singh Rawal
Copyto:
Date: 3/18/2014 7:54:00 AM Ref: ca/ 1. Staad
Output.doc
*****************************************************
* STAAD.Pro *
* Version 2006 Bld 1002.US ** Proprietary Program of *
* Research Engineers, Intl. *
* Date= MAR 6, 2014 *
* Time= 6:40:25 *
* USER ID: Prakash *
**************************************************
1. STAAD SPACE
INPUT FILE: Maitidevi Static.STD
2. START JOB INFORMATION
3. ENGINEER DATE 21-FEB-14
4. JOB NAME MAITIDEVI RESIDENCE-1
5. JOB CLIENT EXESS
6. JOB NO 5
7. JOB COMMENT RCC FRAME STRUCTURE
8. ENGINEER NAME PRAKASH
9. END JOB INFORMATION
10. INPUT WIDTH 79
11. UNIT METER KN
12. JOINT COORDINATES
13 1 0 0 0; 2 4 0 1 09; 3 6 565 0 1 801; 4 9 435 0 2 588; 5 0 3 0 4 47
28. 60 0.554 3.33 17.398; 61 4 3.33 17.398; 62 6.565 3.33 17.398; 63 0
6.23 0
29. 64 4 6.23 1.09; 65 6.565 6.23 1.801; 66 9.435 6.23 2.588; 67 0.36.23 4.47
30. 68 4 6.23 4.47; 69 6.565 6.23 4.47; 70 9.435 6.23 4.47; 71 0.554
6.23 8.356
31. 72 4 6.23 8.356; 73 6.565 6.23 8.356; 74 9.435 6.23 8.356
32. 75 0.554 6.23 11.861; 76 4 6.23 11.861; 77 6.565 6.23 11.861
33. 78 9.435 6.23 11.861; 79 0.554 6.23 16.128; 80 4 6.23 16.128
34. 81 6.565 6.23 16.128; 82 0.554 6.23 17.398; 83 4 6.23 17.398
35. 84 6.565 6.23 17.398; 85 0.8 6.23 0.218; 86 1.6 6.23 0.436; 87 2.4
6.23 0.654
36. 88 3.2 6.23 0.872; 89 1.04 6.23 4.47; 90 1.78 6.23 4.47; 91 2.52
6.23 4.47
37. 92 3.26 6.23 4.47; 93 1.2432 6.23 8.356; 94 1.9324 6.23 8.356
38. 95 2.6216 6.23 8.356; 96 3.3108 6.23 8.356; 97 1.2432 6.23 11.861
39. 98 1.9324 6.23 11.861; 99 2.6216 6.23 11.861; 100 3.3108 6.23
11.861
40. 101 1.2432 6.23 16.128; 102 1.9324 6.23 16.128; 103 2.6216 6.23
16.128
41. 104 3.3108 6.23 16.128; 105 1.2432 6.23 17.398; 106 1.9324 6.23
17.398
42 107 2 6216 6 23 17 398; 108 3 3108 6 23 17 398; 109 0 06 6 23
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8/21/2019 Staad Analysis Report of MaitiDevi Residential Building
2/146
STAAD.Pro Report
Design of Residential
Building at MaitiDevi
To:
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From:
Prakash Singh Rawal
Copyto:
Date: 3/18/2014 7:54:00 AM Ref: ca/ 1. Staad
Output.doc
56. 153 4 6.23 12.7144; 154 4 6.23 13.5678; 155 4 6.23 14.4212; 156 4
6.23 15.2746
57. 157 6.565 6.23 12.7144; 158 6.565 6.23 13.5678; 159 6.565 6.2314.4212
58. 160 6.565 6.23 15.2746; 161 4.855 6.23 1.327; 162 5.71 6.23 1.564
59. 163 4.855 6.23 4.47; 164 5.71 6.23 4.47; 165 4.855 6.23 8.356
60. 166 5.71 6.23 8.356; 167 4.855 6.23 11.861; 168 5.71 6.23 11.861
61. 169 4.855 6.23 16.128; 170 5.71 6.23 16.128; 171 4.855 6.23
17.398
62. 172 5.71 6.23 17.398; 173 7.52167 6.23 2.06333; 174 8.47833
6.23 2.32567
63. 175 7.52167 6.23 4.47; 176 8.47833 6.23 4.47; 177 7.52167 6.23
8.356
64. 178 8.47833 6.23 8.356; 179 7.52167 6.23 11.861; 180 8.47833
6.23 11.861
65. 181 3.212 6.23 1.5916; 182 2.424 6.23 1.4172; 183 1.636 6.23
1.2428
66. 184 0.848 6.23 1.0684; 185 3.224 6.23 2.3112; 186 2.448 6.23
2.1804
67. 187 1.672 6.23 2.0496; 188 0.896 6.23 1.9188; 189 3.236 6.23
3.0308
68. 190 2.472 6.23 2.9436; 191 1.708 6.23 2.8564; 192 0.944 6.23
2 7692
81. 229 5.71 6.23 6.413; 230 5.71 6.23 5.4415; 231 8.47833 6.23
5.4415
82. 232 7.52167 6.23 5.4415; 233 8.47833 6.23 6.413; 234 7.521676.23 6.413
83. 235 8.47833 6.23 7.3845; 236 7.52167 6.23 7.3845; 240 1.9324
6.23 10.9847
84. 241 1.9324 6.23 10.1085; 242 1.9324 6.23 9.23225; 243 2.6216
6.23 10.9847
85. 244 2.6216 6.23 10.1085; 245 2.6216 6.23 9.23225; 246 3.3108
6.23 10.9847
86. 247 3.3108 6.23 10.1085; 248 3.3108 6.23 9.23225; 249 4.855
6.23 10.9847
87. 250 4.855 6.23 10.1085; 251 4.855 6.23 9.23225; 252 5.71 6.23
10.9847
88. 253 5.71 6.23 10.1085; 254 5.71 6.23 9.23225; 255 7.52167 6.23
10.9847
89. 256 7.52167 6.23 10.1085; 257 7.52167 6.23 9.23225; 258
8.47833 6.23 10.9847
90. 259 8.47833 6.23 10.1085; 260 8.47833 6.23 9.23225; 261 1.2432
6.23 15.2746
91. 262 1.2432 6.23 14.4212; 263 1.2432 6.23 13.5678; 264 1.2432
6.23 12.7144
92 265 1 9324 6 23 15 2746; 266 1 9324 6 23 14 4212; 267 1 9324
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8/21/2019 Staad Analysis Report of MaitiDevi Residential Building
3/146
STAAD.Pro Report
Design of Residential
Building at MaitiDevi
To:
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From:
Prakash Singh Rawal
Copyto:
Date: 3/18/2014 7:54:00 AM Ref: ca/ 1. Staad
Output.doc
106. 318 3.3108 9.13 8.356; 319 1.2432 9.13 11.861; 320 1.9324 9.13
11.861
107. 321 2.6216 9.13 11.861; 322 3.3108 9.13 11.861; 323 1.2432 9.1316.128
108. 324 1.9324 9.13 16.128; 325 2.6216 9.13 16.128; 326 3.3108 9.13
16.128
109. 327 1.2432 9.13 17.398; 328 1.9324 9.13 17.398; 329 2.6216 9.13
17.398
110. 330 3.3108 9.13 17.398; 331 0.06 9.13 0.894; 332 0.12 9.13 1.788
111. 333 0.18 9.13 2.682; 334 0.24 9.13 3.576; 335 4 9.13 1.766; 336 4
9.13 2.442
112. 337 4 9.13 3.118; 338 4 9.13 3.794; 339 6.565 9.13 2.3348
113. 340 6.565 9.13 2.8686; 341 6.565 9.13 3.4024; 342 6.565 9.13
3.9362
114. 343 9.435 9.13 2.9644; 344 9.435 9.13 3.3408; 345 9.435 9.13
3.7172
115. 346 9.435 9.13 4.0936; 347 0.3635 9.13 5.4415; 348 0.427 9.13
6.413
116. 349 0.4905 9.13 7.3845; 350 4 9.13 5.4415; 351 4 9.13 6.413; 352
4 9.13 7.3845
117. 353 6.565 9.13 5.4415; 354 6.565 9.13 6.413; 355 6.565 9.13
7.3845
118 356 9 435 9 13 5 4415; 357 9 435 9 13 6 413; 358 9 435 9 13
132. 398 7.52167 9.13 11.861; 399 8.47833 9.13 11.861; 400 3.212
9.13 1.5916
133. 401 2.424 9.13 1.4172; 402 1.636 9.13 1.2428; 403 0.848 9.131.0684
134. 404 3.224 9.13 2.3112; 405 2.448 9.13 2.1804; 406 1.672 9.13
2.0496
135. 407 0.896 9.13 1.9188; 408 3.236 9.13 3.0308; 409 2.472 9.13
2.9436
136. 410 1.708 9.13 2.8564; 411 0.944 9.13 2.7692; 412 3.248 9.13
3.7504
137. 413 2.496 9.13 3.7068; 414 1.744 9.13 3.6632; 415 0.992 9.13
3.6196
138. 416 5.71 9.13 2.1452; 417 4.855 9.13 1.9556; 418 5.71 9.13
2.7264
139. 419 4.855 9.13 2.5842; 420 5.71 9.13 3.3076; 421 4.855 9.13
3.2128
140. 422 5.71 9.13 3.8888; 423 4.855 9.13 3.8414; 424 8.47833 9.13
2.75453
141. 425 7.52167 9.13 2.54467; 426 8.47833 9.13 3.1834; 427 7.52167
9.13 3.026
142. 428 8.47833 9.13 3.61227; 429 7.52167 9.13 3.50733; 430
8.47833 9.13 4.04113
143 431 7 52167 9 13 3 98867; 432 1 1924 9 13 7 3845; 433 1 1416
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8/21/2019 Staad Analysis Report of MaitiDevi Residential Building
4/146
STAAD.Pro Report
Design of Residential
Building at MaitiDevi
To:
EXESS
From:
Prakash Singh Rawal
Copyto:
Date: 3/18/2014 7:54:00 AM Ref: ca/ 1. Staad
Output.doc
155. 467 4.855 9.13 9.23225; 468 5.71 9.13 10.9847; 469 5.71 9.13
10.1085
156. 470 5.71 9.13 9.23225; 471 7.52167 9.13 10.9847; 472 7.521679.13 10.1085
157. 473 7.52167 9.13 9.23225; 474 8.47833 9.13 10.9847; 475
8.47833 9.13 10.1085
158. 476 8.47833 9.13 9.23225; 477 1.2432 9.13 15.2746; 478 1.2432
9.13 14.4212
159. 479 1.2432 9.13 13.5678; 480 1.2432 9.13 12.7144; 481 1.9324
9.13 15.2746
160. 482 1.9324 9.13 14.4212; 483 1.9324 9.13 13.5678; 484 1.9324
9.13 12.7144
161. 485 2.6216 9.13 15.2746; 486 2.6216 9.13 14.4212; 487 2.6216
9.13 13.5678
162. 488 2.6216 9.13 12.7144; 489 3.3108 9.13 15.2746; 490 3.3108
9.13 14.4212
163. 491 3.3108 9.13 13.5678; 492 3.3108 9.13 12.7144; 501 0 12.03 0
164. 502 4 12.03 1.09; 503 6.565 12.03 1.801; 504 9.435 12.03 2.588
165. 505 0.3 12.03 4.47; 506 4 12.03 4.47; 507 6.565 12.03 4.47
166. 508 9.435 12.03 4.47; 509 0.554 12.03 8.356; 510 4 12.03 8.356
167. 511 6.565 12.03 8.356; 512 9.435 12.03 8.356; 513 0.554 12.03
11.861
168 514 4 12 03 11 861; 515 6 565 12 03 11 861; 516 9 435 12 03
181. 554 4 12.03 3.794; 555 6.565 12.03 2.3348; 556 6.565 12.03
2.8686
182. 557 6.565 12.03 3.4024; 558 6.565 12.03 3.9362; 559 9.435 12.032.9644
183. 560 9.435 12.03 3.3408; 561 9.435 12.03 3.7172; 562 9.435 12.03
4.0936
184. 563 0.3635 12.03 5.4415; 564 0.427 12.03 6.413; 565 0.4905
12.03 7.3845
185. 566 4 12.03 5.4415; 567 4 12.03 6.413; 568 4 12.03 7.3845
186. 569 6.565 12.03 5.4415; 570 6.565 12.03 6.413; 571 6.565 12.03
7.3845
187. 572 9.435 12.03 5.4415; 573 9.435 12.03 6.413; 574 9.435 12.03
7.3845
188. 575 4 12.03 9.23225; 576 4 12.03 10.1085; 577 4 12.03 10.9847
189. 578 6.565 12.03 9.23225; 579 6.565 12.03 10.1085; 580 6.565
12.03 10.9847
190. 581 9.435 12.03 9.23225; 582 9.435 12.03 10.1085; 583 9.435
12.03 10.9847
191. 584 0.554 12.03 12.7144; 585 0.554 12.03 13.5678; 586 0.554
12.03 14.4212
192. 587 0.554 12.03 15.2746; 588 4 12.03 12.7144; 589 4 12.03
13.5678
193 590 4 12 03 14 4212; 591 4 12 03 15 2746; 592 6 565 12 03
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8/21/2019 Staad Analysis Report of MaitiDevi Residential Building
5/146
STAAD.Pro Report
Design of Residential
Building at MaitiDevi
To: EXESS From:
Prakash Singh Rawal
Copyto:
Date: 3/18/2014 7:54:00 AM Ref: ca/ 1. Staad
Output.doc
205. 626 1.708 12.03 2.8564; 627 0.944 12.03 2.7692; 628 3.248 12.03
3.7504
206. 629 2.496 12.03 3.7068; 630 1.744 12.03 3.6632; 631 0.992 12.033.6196
207. 632 5.71 12.03 2.1452; 633 4.855 12.03 1.9556; 634 5.71 12.03
2.7264
208. 635 4.855 12.03 2.5842; 636 5.71 12.03 3.3076; 637 4.855 12.03
3.2128
209. 638 5.71 12.03 3.8888; 639 4.855 12.03 3.8414; 640 8.47833
12.03 2.75453
210. 641 7.52167 12.03 2.54467; 642 8.47833 12.03 3.1834; 643
7.52167 12.03 3.026
211. 644 8.47833 12.03 3.61227; 645 7.52167 12.03 3.50733
212. 646 8.47833 12.03 4.04113; 647 7.52167 12.03 3.98867; 648
1.1924 12.03 7.3845
213. 649 1.1416 12.03 6.413; 650 1.0908 12.03 5.4415; 651 1.8943
12.03 7.3845
214. 652 1.8562 12.03 6.413; 653 1.8181 12.03 5.4415; 654 2.5962
12.03 7.3845
215. 655 2.5708 12.03 6.413; 656 2.5454 12.03 5.4415; 657 3.2981
12.03 7.3845
216. 658 3.2854 12.03 6.413; 659 3.2727 12.03 5.4415; 660 4.855
12 03 7 3845
229. 695 1.2432 12.03 13.5678; 696 1.2432 12.03 12.7144; 697 1.9324
12.03 15.2746
230. 698 1.9324 12.03 14.4212; 699 1.9324 12.03 13.5678; 700 1.932412.03 12.7144
231. 701 2.6216 12.03 15.2746; 702 2.6216 12.03 14.4212; 703 2.6216
12.03 13.5678
232. 704 2.6216 12.03 12.7144; 705 3.3108 12.03 15.2746; 706 3.3108
12.03 14.4212
233. 707 3.3108 12.03 13.5678; 708 3.3108 12.03 12.7144; 717 0
14.93 0
234. 718 4 14.93 1.09; 719 6.565 14.93 1.801; 720 9.435 14.93 2.588
235. 721 0.3 14.93 4.47; 722 4 14.93 4.47; 723 6.565 14.93 4.47
236. 724 9.435 14.93 4.47; 725 0.554 14.93 8.356; 726 4 14.93 8.356
237. 727 6.565 14.93 8.356; 728 9.435 14.93 8.356; 729 0.554 14.93
11.861
238. 730 4 14.93 11.861; 731 6.565 14.93 11.861; 732 9.435 14.93
11.861
239. 733 0.554 14.93 16.128; 734 4 14.93 16.128; 735 6.565 14.93
16.128
240. 736 0.554 14.93 17.398; 737 4 14.93 17.398; 738 6.565 14.93
17.398
241. 739 0.8 14.93 0.218; 740 1.6 14.93 0.436; 741 2.4 14.93 0.654
242 742 3 2 14 93 0 872; 743 1 04 14 93 4 47; 744 1 78 14 93 4 47
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8/21/2019 Staad Analysis Report of MaitiDevi Residential Building
6/146
STAAD.Pro Report
Design of Residential
Building at MaitiDevi
To: EXESS From: Prakash Singh Rawal
Copyto:
Date: 3/18/2014 7:54:00 AM Ref: ca/ 1. Staad
Output.doc
255. 782 4 14.93 5.4415; 783 4 14.93 6.413; 784 4 14.93 7.3845
256. 785 6.565 14.93 5.4415; 786 6.565 14.93 6.413; 787 6.565 14.93
7.3845257. 788 9.435 14.93 5.4415; 789 9.435 14.93 6.413; 790 9.435 14.93
7.3845
258. 791 4 14.93 9.23225; 792 4 14.93 10.1085; 793 4 14.93 10.9847
259. 794 6.565 14.93 9.23225; 795 6.565 14.93 10.1085; 796 6.565
14.93 10.9847
260. 797 9.435 14.93 9.23225; 798 9.435 14.93 10.1085; 799 9.435
14.93 10.9847
261. 800 0.554 14.93 12.7144; 801 0.554 14.93 13.5678; 802 0.554
14.93 14.4212
262. 803 0.554 14.93 15.2746; 804 4 14.93 12.7144; 805 4 14.93
13.5678
263. 806 4 14.93 14.4212; 807 4 14.93 15.2746; 808 6.565 14.93
12.7144
264. 809 6.565 14.93 13.5678; 810 6.565 14.93 14.4212; 811 6.565
14.93 15.2746
265. 812 4.855 14.93 1.327; 813 5.71 14.93 1.564; 814 4.855 14.93
4.47
266. 815 5.71 14.93 4.47; 816 4.855 14.93 8.356; 817 5.71 14.93 8.356
267. 818 4.855 14.93 11.861; 819 5.71 14.93 11.861; 820 4.855 14.93
16 128
279. 854 5.71 14.93 3.8888; 855 4.855 14.93 3.8414; 856 8.47833
14.93 2.75453
280. 857 7.52167 14.93 2.54467; 858 8.47833 14.93 3.1834; 8597.52167 14.93 3.026
281. 860 8.47833 14.93 3.61227; 861 7.52167 14.93 3.50733
282. 862 8.47833 14.93 4.04113; 863 7.52167 14.93 3.98867; 864
1.1924 14.93 7.3845
283. 865 1.1416 14.93 6.413; 866 1.0908 14.93 5.4415; 867 1.8943
14.93 7.3845
284. 868 1.8562 14.93 6.413; 869 1.8181 14.93 5.4415; 870 2.5962
14.93 7.3845
285. 871 2.5708 14.93 6.413; 872 2.5454 14.93 5.4415; 873 3.2981
14.93 7.3845
286. 874 3.2854 14.93 6.413; 875 3.2727 14.93 5.4415; 876 4.855
14.93 7.3845
287. 877 4.855 14.93 6.413; 878 4.855 14.93 5.4415; 879 5.71 14.93
7.3845
288. 880 5.71 14.93 6.413; 881 5.71 14.93 5.4415; 882 8.47833 14.93
5.4415
289. 883 7.52167 14.93 5.4415; 884 8.47833 14.93 6.413; 885 7.52167
14.93 6.413
290. 886 8.47833 14.93 7.3845; 887 7.52167 14.93 7.3845; 888 1.9324
14 93 10 9847
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8/21/2019 Staad Analysis Report of MaitiDevi Residential Building
7/146
STAAD.Pro Report
Design of Residential
Building at MaitiDevi
To: EXESS From: Prakash Singh Rawal
Copyto:
Date: 3/18/2014 7:54:00 AM Ref: ca/ 1. Staad
Output.doc
303. 923 3.3108 14.93 13.5678; 924 3.3108 14.93 12.7144; 933 0
17.83 0
304. 934 4 17.83 1.09; 935 6.565 17.83 1.801; 936 9.435 17.83 2.588305. 937 0.3 17.83 4.47; 938 4 17.83 4.47; 939 6.565 17.83 4.47
306. 940 9.435 17.83 4.47; 941 0.554 17.83 8.356; 942 4 17.83 8.356
307. 943 6.565 17.83 8.356; 944 9.435 17.83 8.356; 945 0.554 17.83
11.861
308. 946 4 17.83 11.861; 947 6.565 17.83 11.861; 948 9.435 17.83
11.861
309. 949 0.554 17.83 16.128; 950 4 17.83 16.128; 951 6.565 17.83
16.128
310. 952 0.554 17.83 17.398; 953 4 17.83 17.398; 954 6.565 17.83
17.398
311. 955 0.8 17.83 0.218; 956 1.6 17.83 0.436; 957 2.4 17.83 0.654
312. 958 3.2 17.83 0.872; 959 1.04 17.83 4.47; 960 1.78 17.83 4.47
313. 961 2.52 17.83 4.47; 962 3.26 17.83 4.47; 963 1.2432 17.83 8.356
314. 964 1.9324 17.83 8.356; 965 2.6216 17.83 8.356; 966 3.3108
17.83 8.356
315. 967 1.2432 17.83 11.861; 968 1.9324 17.83 11.861; 969 2.6216
17.83 11.861
316. 970 3.3108 17.83 11.861; 971 1.2432 17.83 16.128; 972 1.9324
17.83 16.128
317 973 2 6216 17 83 16 128; 974 3 3108 17 83 16 128; 975 1 2432
329. 1010 6.565 17.83 9.23225; 1011 6.565 17.83 10.1085; 1012 6.565
17.83 10.9847
330. 1013 9.435 17.83 9.23225; 1014 9.435 17.83 10.1085; 1015 9.43517.83 10.9847
331. 1016 0.554 17.83 12.7144; 1017 0.554 17.83 13.5678; 1018 0.554
17.83 14.4212
332. 1019 0.554 17.83 15.2746; 1020 4 17.83 12.7144; 1021 4 17.83
13.5678
333. 1022 4 17.83 14.4212; 1023 4 17.83 15.2746; 1024 6.565 17.83
12.7144
334. 1025 6.565 17.83 13.5678; 1026 6.565 17.83 14.4212; 1027 6.565
17.83 15.2746
335. 1028 4.855 17.83 1.327; 1029 5.71 17.83 1.564; 1030 4.855 17.83
4.47
336. 1031 5.71 17.83 4.47; 1032 4.855 17.83 8.356; 1033 5.71 17.83
8.356
337. 1034 4.855 17.83 11.861; 1035 5.71 17.83 11.861; 1036 4.855
17.83 16.128
338. 1037 5.71 17.83 16.128; 1038 4.855 17.83 17.398; 1039 5.71
17.83 17.398
339. 1040 7.52167 17.83 2.06333; 1041 8.47833 17.83 2.32567
340. 1042 7.52167 17.83 4.47; 1043 8.47833 17.83 4.47; 1044 7.52167
17 83 8 356
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8/21/2019 Staad Analysis Report of MaitiDevi Residential Building
8/146
STAAD.Pro Report
Design of Residential
Building at MaitiDevi
To: EXESS From: Prakash Singh Rawal
Copyto:
Date: 3/18/2014 7:54:00 AM Ref: ca/ 1. Staad
Output.doc
354. 1080 1.1924 17.83 7.3845; 1081 1.1416 17.83 6.413; 1082 1.0908
17.83 5.4415
355. 1083 1.8943 17.83 7.3845; 1084 1.8562 17.83 6.413; 1085 1.818117.83 5.4415
356. 1086 2.5962 17.83 7.3845; 1087 2.5708 17.83 6.413; 1088 2.5454
17.83 5.4415
357. 1089 3.2981 17.83 7.3845; 1090 3.2854 17.83 6.413; 1091 3.2727
17.83 5.4415
358. 1092 4.855 17.83 7.3845; 1093 4.855 17.83 6.413; 1094 4.855
17.83 5.4415
359. 1095 5.71 17.83 7.3845; 1096 5.71 17.83 6.413; 1097 5.71 17.83
5.4415
360. 1098 8.47833 17.83 5.4415; 1099 7.52167 17.83 5.4415; 1100
8.47833 17.83 6.413
361. 1101 7.52167 17.83 6.413; 1102 8.47833 17.83 7.3845; 1103
7.52167 17.83 7.3845
362. 1104 1.9324 17.83 10.9847; 1105 1.9324 17.83 10.1085
363. 1106 1.9324 17.83 9.23225; 1107 2.6216 17.83 10.9847
364. 1108 2.6216 17.83 10.1085; 1109 2.6216 17.83 9.23225
365. 1110 3.3108 17.83 10.9847; 1111 3.3108 17.83 10.1085
366. 1112 3.3108 17.83 9.23225; 1113 4.855 17.83 10.9847; 1114
4.855 17.83 10.1085
367 1115 4 855 17 83 9 23225; 1116 5 71 17 83 10 9847; 1117 5 71
384. 1171 5.2825 4.78 15.008; 1172 4.4275 4.78 16.128; 1173 4.855
4.78 16.128
385. 1174 6.1375 4.78 16.128; 1175 5.71 4.78 16.128; 1176 4.42754.78 15.008
386. 1177 4.855 4.78 15.008; 1178 6.1375 4.78 15.008; 1179 5.71 4.78
15.008
387. 1180 4 3.33 12.7144; 1181 6.565 3.33 12.7144; 1182 4.855 3.33
11.861
388. 1183 5.71 3.33 11.861; 1184 5.2825 6.23 12.7144; 1185 4.4275
6.23 12.7144
389. 1186 4.855 6.23 12.7144; 1187 5.71 6.23 12.7144; 1188 6.1375
6.23 12.7144
390. 1189 5.2825 3.33 12.7144; 1190 4.4275 3.33 12.7144; 1191 4.855
3.33 12.7144
391. 1192 5.71 3.33 12.7144; 1193 6.1375 3.33 12.7144; 1194 4 7.68
15.008
392. 1195 6.565 7.68 15.008; 1196 5.2825 7.68 15.008; 1197 4.4275
7.68 16.128
393. 1198 4.855 7.68 16.128; 1199 6.1375 7.68 16.128; 1200 5.71 7.68
16.128
394. 1201 4.4275 7.68 15.008; 1202 4.855 7.68 15.008; 1203 6.1375
7.68 15.008
395 1204 5 71 7 68 15 008; 1205 5 2825 9 13 12 7144; 1206 4 4275
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406. 1237 5.2825 14.93 12.7144; 1238 4.4275 14.93 12.7144; 1239
4.855 14.93 12.7144
407. 1240 5.71 14.93 12.7144; 1241 6.1375 14.93 12.7144; 1242 420.73 11.861
408. 1243 6.565 20.73 11.861; 1244 4 20.73 16.128; 1245 6.565 20.73
16.128
409. 1246 4 20.73 12.7144; 1247 4 20.73 13.5678; 1248 4 20.73
14.4212
410. 1249 4 20.73 15.2746; 1250 6.565 20.73 12.7144; 1251 6.565
20.73 13.5678
411. 1252 6.565 20.73 14.4212; 1253 6.565 20.73 15.2746; 1254 4.855
20.73 11.861
412. 1255 5.71 20.73 11.861; 1256 4.855 20.73 16.128; 1257 5.71
20.73 16.128
413. 1258 4.855 20.73 15.2746; 1259 4.855 20.73 14.4212; 1260 4.855
20.73 13.5678
414. 1261 4.855 20.73 12.7144; 1262 5.71 20.73 15.2746; 1263 5.71
20.73 14.4212
415. 1264 5.71 20.73 13.5678; 1265 5.71 20.73 12.7144; 1266 4 16.38
16.128416. 1267 6.565 16.38 16.128; 1268 5.2825 16.38 16.128; 1269 4
16.38 15.008
417 1270 6 565 16 38 15 008; 1271 5 2825 16 38 15 008; 1272 4 4275
429. 53 22 42; 54 23 43; 55 24 44; 56 25 45; 57 26 46; 58 27 47; 59 28
48; 60 29 49
430. 61 30 50; 62 31 51; 63 32 52; 64 33 53; 65 34 54; 66 35 55; 67 3656; 68 37 57
431. 69 38 58; 70 39 59; 72 41 42; 73 42 43; 74 43 44; 75 45 46; 76 46
47; 77 47 48
432. 78 49 50; 79 50 51; 80 51 52; 81 53 54; 82 54 1182; 83 55 56; 84
57 58
433. 85 58 59; 87 41 45; 88 45 49; 89 49 53; 90 53 57; 91 42 46; 92
46 50; 93 50 54
434. 94 54 1180; 95 43 47; 96 47 51; 97 51 55; 98 55 1181; 99 44 48;
100 48 52
435. 101 52 56; 102 57 60; 103 58 61; 104 59 62; 105 60 61; 106 61 62;
107 41 63
436. 108 42 64; 109 43 65; 110 44 66; 111 45 67; 112 46 68; 113 47 69;
114 48 70
437. 115 49 71; 116 50 72; 117 51 73; 118 52 74; 119 53 75; 120 54 76;
121 55 77
438. 122 56 78; 123 57 79; 124 58 1149; 125 59 1152; 129 63 85; 130
64 161439. 131 65 173; 132 67 89; 133 68 163; 134 69 175; 135 71 93; 136 72
165
440 137 73 177; 138 75 97; 139 76 167; 140 77 179; 141 79 101; 142
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451. 205 127 71; 206 128 129; 207 129 130; 208 130 72; 209 131 132;
210 132 133
452. 211 133 73; 212 134 135; 213 135 136; 214 136 74; 218 140 141;
219 141 142
453. 220 142 76; 221 143 144; 222 144 145; 223 145 77; 224 146 147;
225 147 148
454. 226 148 78; 227 149 150; 228 150 151; 229 151 152; 230 152 79;
231 153 154
455. 232 154 155; 233 155 156; 234 156 80; 235 157 158; 236 158 159;
237 159 160
456. 238 160 81; 239 161 162; 240 162 65; 241 163 164; 242 164 69;
243 165 166
457. 244 166 73; 245 167 168; 246 168 77; 249 171 172; 250 172 84;
251 173 174
458. 252 174 66; 253 175 176; 254 176 70; 255 177 178; 256 178 74;
257 179 180
459. 258 180 78; 726 94 242; 727 242 241; 728 241 240; 729 240 98;
730 63 285
460. 731 64 286; 732 65 287; 733 66 288; 734 67 289; 735 68 290; 736
69 291461. 737 70 292; 738 71 293; 739 72 294; 740 73 295; 741 74 296; 742
75 297
462 743 76 298; 744 77 299; 745 78 300; 746 79 301; 747 80 1153;
473. 1005 332 333; 1006 333 334; 1007 334 289; 1008 335 336; 1009
336 337
474. 1010 337 338; 1011 338 290; 1012 339 340; 1013 340 341; 1014
341 342
475. 1015 342 291; 1016 343 344; 1017 344 345; 1018 345 346; 1019
346 292
476. 1020 347 348; 1021 348 349; 1022 349 293; 1023 350 351; 1024
351 352
477. 1025 352 294; 1026 353 354; 1027 354 355; 1028 355 295; 1029
356 357
478. 1030 357 358; 1031 358 296; 1032 359 360; 1033 360 361; 1034
361 298
479. 1035 362 363; 1036 363 364; 1037 364 299; 1038 365 366; 1039
366 367
480. 1040 367 300; 1041 368 369; 1042 369 370; 1043 370 371; 1044
371 301
481. 1045 372 373; 1046 373 374; 1047 374 375; 1048 375 302; 1049
376 377
482. 1050 377 378; 1051 378 379; 1052 379 303; 1053 380 381; 1054
381 287483. 1055 382 383; 1056 383 291; 1057 384 385; 1058 385 295; 1059
386 387
484 1060 387 299; 1063 390 391; 1064 391 306; 1065 392 393; 1066
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495. 1497 514 588; 1498 503 555; 1499 507 569; 1500 511 578; 1501
515 592
496. 1502 504 559; 1503 508 572; 1504 512 581; 1505 517 520; 1506
518 521
497. 1507 519 522; 1508 520 543; 1509 521 606; 1510 523 524; 1511
524 525
498. 1512 525 526; 1513 526 502; 1514 527 528; 1515 528 529; 1516
529 530
499. 1517 530 506; 1518 531 532; 1519 532 533; 1520 533 534; 1521
534 510
500. 1522 535 536; 1523 536 537; 1524 537 538; 1525 538 514; 1526
539 540
501. 1527 540 541; 1528 541 542; 1529 542 518; 1530 543 544; 1531
544 545
502. 1532 545 546; 1533 546 521; 1534 547 548; 1535 548 549; 1536
549 550
503. 1537 550 505; 1538 551 552; 1539 552 553; 1540 553 554; 1541
554 506
504. 1542 555 556; 1543 556 557; 1544 557 558; 1545 558 507; 1546
559 560505. 1547 560 561; 1548 561 562; 1549 562 508; 1550 563 564; 1551
564 565
506 1552 565 509; 1553 566 567; 1554 567 568; 1555 568 510; 1556
517. 1792 503 719; 1793 504 720; 1794 505 721; 1795 506 722; 1796
507 723
518. 1797 508 724; 1798 509 725; 1799 510 726; 1800 511 727; 1801
512 728
519. 1802 513 729; 1803 514 730; 1804 515 731; 1805 516 732; 1806
517 733
520. 1807 518 1161; 1808 519 1164; 2006 717 739; 2007 718 812;
2008 719 824
521. 2009 721 743; 2010 722 814; 2011 723 826; 2012 725 747; 2013
726 816
522. 2014 727 828; 2015 729 751; 2016 730 818; 2017 731 830; 2018
733 755
523. 2019 734 820; 2020 717 763; 2021 721 779; 2022 725 729; 2023
729 800
524. 2024 718 767; 2025 722 782; 2026 726 791; 2027 730 804; 2028
719 771
525. 2029 723 785; 2030 727 794; 2031 731 808; 2032 720 775; 2033
724 788
526. 2034 728 797; 2035 733 736; 2036 734 737; 2037 735 738; 2038
736 759527. 2039 737 822; 2040 739 740; 2041 740 741; 2042 741 742; 2043
742 718
528 2044 743 744; 2045 744 745; 2046 745 746; 2047 746 722; 2048
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539. 2099 798 799; 2100 799 732; 2101 800 801; 2102 801 802; 2103
802 803
540. 2104 803 733; 2105 804 805; 2106 805 806; 2107 806 807; 2108
807 734
541. 2109 808 809; 2110 809 810; 2111 810 811; 2112 811 735; 2113
812 813
542. 2114 813 719; 2115 814 815; 2116 815 723; 2117 816 817; 2118
817 727
543. 2119 818 819; 2120 819 731; 2123 822 823; 2124 823 738; 2125
824 825
544. 2126 825 720; 2127 826 827; 2128 827 724; 2129 828 829; 2130
829 728
545. 2131 830 831; 2132 831 732; 2133 748 890; 2134 890 889; 2135
889 888
546. 2136 888 752; 2320 717 933; 2321 718 934; 2322 719 935; 2323
720 936
547. 2324 721 937; 2325 722 938; 2326 723 939; 2327 724 940; 2328
725 941
548. 2329 726 942; 2330 727 943; 2331 728 944; 2332 729 945; 2333
730 946549. 2334 731 947; 2335 732 948; 2336 733 949; 2337 734 1266; 2338
735 1267
550 2536 933 955; 2537 934 1028; 2538 935 1040; 2539 937 959;
561. 2591 976 977; 2592 977 978; 2593 978 953; 2594 979 980; 2595
980 981
562. 2596 981 982; 2597 982 937; 2598 983 984; 2599 984 985; 2600
985 986
563. 2601 986 938; 2602 987 988; 2603 988 989; 2604 989 990; 2605
990 939
564. 2606 991 992; 2607 992 993; 2608 993 994; 2609 994 940; 2610
995 996
565. 2611 996 997; 2612 997 941; 2613 998 999; 2614 999 1000; 2615
1000 942
566. 2616 1001 1002; 2617 1002 1003; 2618 1003 943; 2619 1004
1005; 2620 1005 1006
567. 2621 1006 944; 2622 1007 1008; 2623 1008 1009; 2624 1009
946; 2625 1010 1011
568. 2626 1011 1012; 2627 1012 947; 2628 1013 1014; 2629 1014
1015; 2630 1015 948
569. 2631 1016 1017; 2632 1017 1018; 2633 1018 1019; 2634 1019
949; 2635 1020 1021
570. 2636 1021 1022; 2637 1022 1023; 2638 1023 950; 2639 1024
1025; 2640 1025 1026571. 2641 1026 1027; 2642 1027 951; 2643 1028 1029; 2644 1029
935; 2645 1030 1031
572 2646 1031 939; 2647 1032 1033; 2648 1033 943; 2649 1034
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583. 2918 1199 1200; 2919 1200 1166; 2938 1213 1214; 2939 1214
1167; 2940 1215 1216
584. 2941 1216 1167; 2960 1229 1230; 2961 1230 1168; 2962 1231
1232; 2963 1232 1168
585. 2982 946 1242; 2983 947 1243; 2984 950 1244; 2985 951 1245;
2986 1242 1254
586. 2987 1244 1256; 2988 1242 1246; 2989 1243 1250; 2990 1246
1247; 2991 1247 1248
587. 2992 1248 1249; 2993 1249 1244; 2994 1250 1251; 2995 1251
1252; 2996 1252 1253
588. 2997 1253 1245; 2998 1254 1255; 2999 1255 1243; 3000 1256
1257; 3001 1257 1245
589. 3017 1266 950; 3018 1267 951; 3037 1266 1272; 3038 1267
1274; 3039 1272 1273
590. 3040 1273 1268; 3041 1274 1275; 3042 1275 1268
591. ELEMENT INCIDENCES SHELL
592. 359 63 85 184 109; 360 85 86 183 184; 361 86 87 182 183; 362 87
88 181 182
593. 363 88 64 113 181; 364 109 184 188 110; 365 184 183 187 188
594. 366 183 182 186 187; 367 182 181 185 186; 368 181 113 114 185595. 369 110 188 192 111; 370 188 187 191 192; 371 187 186 190 191
596. 372 186 185 189 190; 373 185 114 115 189; 374 111 192 196 112
597 375 192 191 195 196; 376 191 190 194 195; 377 190 189 193 194
614. 511 216 219 95 94; 512 219 222 96 95; 513 222 130 72 96; 514 68
163 227 128
615. 515 163 164 230 227; 516 164 69 131 230; 517 128 227 226 129
616. 518 227 230 229 226; 519 230 131 132 229; 520 129 226 225 130
617. 521 226 229 228 225; 522 229 132 133 228; 523 130 225 165 72
618. 524 225 228 166 165; 525 228 133 73 166; 526 69 175 232 131
619. 527 175 176 231 232; 528 176 70 134 231; 529 131 232 234 132
620. 530 232 231 233 234; 531 231 134 135 233; 532 132 234 236 133
621. 533 234 233 235 236; 534 233 135 136 235; 535 133 236 177 73
622. 536 236 235 178 177; 537 235 136 74 178; 588 94 95 245 242;
589 95 96 248 245
623. 590 96 72 140 248; 593 242 245 244 241; 594 245 248 247 244
624. 595 248 140 141 247; 598 241 244 243 240; 599 244 247 246 243
625. 600 247 141 142 246; 603 240 243 99 98; 604 243 246 100 99;
605 246 142 76 100
626. 606 72 165 251 140; 607 165 166 254 251; 608 166 73 143 254
627. 609 140 251 250 141; 610 251 254 253 250; 611 254 143 144 253
628. 612 141 250 249 142; 613 250 253 252 249; 614 253 144 145 252
629. 615 142 249 167 76; 616 249 252 168 167; 617 252 145 77 168
630. 618 73 177 257 143; 619 177 178 260 257; 620 178 74 146 260631. 621 143 257 256 144; 622 257 260 259 256; 623 260 146 147 259
632. 624 144 256 255 145; 625 256 259 258 255; 626 259 147 148 258
633 627 145 255 179 77; 628 255 258 180 179; 629 258 148 78 180;
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648. 1089 406 405 409 410; 1090 405 404 408 409; 1091 404 336 337
408
649. 1092 333 411 415 334; 1093 411 410 414 415; 1094 410 409 413
414
650. 1095 409 408 412 413; 1096 408 337 338 412; 1097 334 415 311
289
651. 1098 415 414 312 311; 1099 414 413 313 312; 1100 413 412 314
313
652. 1101 412 338 290 314; 1102 286 380 417 335; 1103 380 381 416
417
653. 1104 381 287 339 416; 1105 335 417 419 336; 1106 417 416 418
419
654. 1107 416 339 340 418; 1108 336 419 421 337; 1109 419 418 420
421
655. 1110 418 340 341 420; 1111 337 421 423 338; 1112 421 420 422
423
656. 1113 420 341 342 422; 1114 338 423 382 290; 1115 423 422 383
382
657. 1116 422 342 291 383; 1117 287 392 425 339; 1118 392 393
424 425658. 1119 393 288 343 424; 1120 339 425 427 340; 1121 425 424 426
427
659 1122 424 343 344 426; 1123 340 427 429 341; 1124 427 426 428
670. 1155 350 446 445 351; 1156 446 449 448 445; 1157 449 353 354
448
671. 1158 351 445 444 352; 1159 445 448 447 444; 1160 448 354 355
447
672. 1161 352 444 384 294; 1162 444 447 385 384; 1163 447 355 295
385
673. 1164 291 394 451 353; 1165 394 395 450 451; 1166 395 292 356
450
674. 1167 353 451 453 354; 1168 451 450 452 453; 1169 450 356 357
452
675. 1170 354 453 455 355; 1171 453 452 454 455; 1172 452 357 358
454
676. 1173 355 455 396 295; 1174 455 454 397 396; 1175 454 358 296
397
677. 1176 316 317 461 458; 1177 317 318 464 461; 1178 318 294 359
464
678. 1179 458 461 460 457; 1180 461 464 463 460; 1181 464 359 360
463
679. 1182 457 460 459 456; 1183 460 463 462 459; 1184 463 360 361
462680. 1185 456 459 321 320; 1186 459 462 322 321; 1187 462 361 298
322
681 1188 294 384 467 359; 1189 384 385 470 467; 1190 385 295 362
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692. 1221 492 372 373 491; 1222 369 479 478 370; 1223 479 483 482
478
693. 1224 483 487 486 482; 1225 487 491 490 486; 1226 491 373 374
490
694. 1227 370 478 477 371; 1228 478 482 481 477; 1229 482 486 485
481
695. 1230 486 490 489 485; 1231 490 374 375 489; 1232 371 477 323
301
696. 1233 477 481 324 323; 1234 481 485 325 324; 1235 485 489 326
325
697. 1236 489 375 302 326; 1252 301 323 327 304; 1253 323 324 328
327
698. 1254 324 325 329 328; 1255 325 326 330 329; 1256 326 302 305
330
699. 1257 302 388 390 305; 1258 388 389 391 390; 1259 389 303 306
391
700. 1607 501 523 619 547; 1608 523 524 618 619; 1609 524 525 617
618
701. 1610 525 526 616 617; 1611 526 502 551 616; 1612 547 619 623
548702. 1613 619 618 622 623; 1614 618 617 621 622; 1615 617 616 620
621
703 1616 616 551 552 620; 1617 548 623 627 549; 1618 623 622 626
714. 1649 609 504 559 640; 1650 555 641 643 556; 1651 641 640 642
643
715. 1652 640 559 560 642; 1653 556 643 645 557; 1654 643 642 644
645
716. 1655 642 560 561 644; 1656 557 645 647 558; 1657 645 644 646
647
717. 1658 644 561 562 646; 1659 558 647 610 507; 1660 647 646 611
610
718. 1661 646 562 508 611; 1662 505 527 650 563; 1663 527 528 653
650
719. 1664 528 529 656 653; 1665 529 530 659 656; 1666 530 506 566
659
720. 1667 563 650 649 564; 1668 650 653 652 649; 1669 653 656 655
652
721. 1670 656 659 658 655; 1671 659 566 567 658; 1672 564 649 648
565
722. 1673 649 652 651 648; 1674 652 655 654 651; 1675 655 658 657
654
723. 1676 658 567 568 657; 1677 565 648 531 509; 1678 648 651 532
531724. 1679 651 654 533 532; 1680 654 657 534 533; 1681 657 568 510
534
725 1682 506 598 662 566; 1683 598 599 665 662; 1684 599 507 569
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736. 1715 672 675 537 536; 1716 675 678 538 537; 1717 678 577 514
538
737. 1718 510 600 683 575; 1719 600 601 686 683; 1720 601 511 578
686
738. 1721 575 683 682 576; 1722 683 686 685 682; 1723 686 578 579
685
739. 1724 576 682 681 577; 1725 682 685 684 681; 1726 685 579 580
684
740. 1727 577 681 602 514; 1728 681 684 603 602; 1729 684 580 515
603
741. 1730 511 612 689 578; 1731 612 613 692 689; 1732 613 512 581
692
742. 1733 578 689 688 579; 1734 689 692 691 688; 1735 692 581 582
691
743. 1736 579 688 687 580; 1737 688 691 690 687; 1738 691 582 583
690
744. 1739 580 687 614 515; 1740 687 690 615 614; 1741 690 583 516
615
745. 1742 513 535 696 584; 1743 535 536 700 696; 1744 536 537 704
700746. 1745 537 538 708 704; 1746 538 514 588 708; 1747 584 696 695
585
747 1748 696 700 699 695; 1749 700 704 703 699; 1750 704 708 707
758. 2143 835 834 838 839; 2144 834 833 837 838; 2145 833 832 836
837
759. 2146 832 767 768 836; 2147 764 839 843 765; 2148 839 838 842
843
760. 2149 838 837 841 842; 2150 837 836 840 841; 2151 836 768 769
840
761. 2152 765 843 847 766; 2153 843 842 846 847; 2154 842 841 845
846
762. 2155 841 840 844 845; 2156 840 769 770 844; 2157 766 847 743
721
763. 2158 847 846 744 743; 2159 846 845 745 744; 2160 845 844 746
745
764. 2161 844 770 722 746; 2162 718 812 849 767; 2163 812 813 848
849
765. 2164 813 719 771 848; 2165 767 849 851 768; 2166 849 848 850
851
766. 2167 848 771 772 850; 2168 768 851 853 769; 2169 851 850 852
853
767. 2170 850 772 773 852; 2171 769 853 855 770; 2172 853 852 854
855768. 2173 852 773 774 854; 2174 770 855 814 722; 2175 855 854 815
814
769 2176 854 774 723 815; 2177 719 824 857 771; 2178 824 825 856
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780. 2209 867 870 749 748; 2210 870 873 750 749; 2211 873 784 726
750
781. 2212 722 814 878 782; 2213 814 815 881 878; 2214 815 723 785
881
782. 2215 782 878 877 783; 2216 878 881 880 877; 2217 881 785 786
880
783. 2218 783 877 876 784; 2219 877 880 879 876; 2220 880 786 787
879
784. 2221 784 876 816 726; 2222 876 879 817 816; 2223 879 787 727
817
785. 2224 723 826 883 785; 2225 826 827 882 883; 2226 827 724 788
882
786. 2227 785 883 885 786; 2228 883 882 884 885; 2229 882 788 789
884
787. 2230 786 885 887 787; 2231 885 884 886 887; 2232 884 789 790
886
788. 2233 787 887 828 727; 2234 887 886 829 828; 2235 886 790 728
829
789. 2236 748 749 893 890; 2237 749 750 896 893; 2238 750 726 791
896790. 2239 890 893 892 889; 2240 893 896 895 892; 2241 896 791 792
895
791 2242 889 892 891 888; 2243 892 895 894 891; 2244 895 792 793
802. 2275 753 754 924 920; 2276 754 730 804 924; 2277 800 912 911
801
803. 2278 912 916 915 911; 2279 916 920 919 915; 2280 920 924 923
919
804. 2281 924 804 805 923; 2282 801 911 910 802; 2283 911 915 914
910
805. 2284 915 919 918 914; 2285 919 923 922 918; 2286 923 805 806
922
806. 2287 802 910 909 803; 2288 910 914 913 909; 2289 914 918 917
913
807. 2290 918 922 921 917; 2291 922 806 807 921; 2292 803 909 755
733
808. 2293 909 913 756 755; 2294 913 917 757 756; 2295 917 921 758
757
809. 2296 921 807 734 758; 2312 733 755 759 736; 2313 755 756 760
759
810. 2314 756 757 761 760; 2315 757 758 762 761; 2316 758 734 737
762
811. 2317 734 820 822 737; 2318 820 821 823 822; 2319 821 735 738
823812. 2667 933 955 1051 979; 2668 955 956 1050 1051; 2669 956 957
1049 1050
813 2670 957 958 1048 1049; 2671 958 934 983 1048; 2672 979 1051
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824. 2703 1068 989 990 1070; 2704 986 1071 1030 938; 2705 1071
1070 1031 1030
825. 2706 1070 990 939 1031; 2707 935 1040 1073 987; 2708 1040
1041 1072 1073
826. 2709 1041 936 991 1072; 2710 987 1073 1075 988; 2711 1073
1072 1074 1075
827. 2712 1072 991 992 1074; 2713 988 1075 1077 989; 2714 1075
1074 1076 1077
828. 2715 1074 992 993 1076; 2716 989 1077 1079 990; 2717 1077
1076 1078 1079
829. 2718 1076 993 994 1078; 2719 990 1079 1042 939; 2720 1079
1078 1043 1042
830. 2721 1078 994 940 1043; 2722 937 959 1082 995; 2723 959 960
1085 1082
831. 2724 960 961 1088 1085; 2725 961 962 1091 1088; 2726 962 938
998 1091
832. 2727 995 1082 1081 996; 2728 1082 1085 1084 1081; 2729 1085
1088 1087 1084
833. 2730 1088 1091 1090 1087; 2731 1091 998 999 1090; 2732 996
1081 1080 997834. 2733 1081 1084 1083 1080; 2734 1084 1087 1086 1083; 2735
1087 1090 1089 1086
835 2736 1090 999 1000 1089; 2737 997 1080 963 941; 2738 1080
846. 2769 1106 1109 1108 1105; 2770 1109 1112 1111 1108; 2771
1112 1007 1008 1111
847. 2772 1105 1108 1107 1104; 2773 1108 1111 1110 1107; 2774
1111 1008 1009 1110
848. 2775 1104 1107 969 968; 2776 1107 1110 970 969; 2777 1110
1009 946 970
849. 2778 942 1032 1115 1007; 2779 1032 1033 1118 1115; 2780
1033 943 1010 1118
850. 2781 1007 1115 1114 1008; 2782 1115 1118 1117 1114; 2783
1118 1010 1011 1117
851. 2784 1008 1114 1113 1009; 2785 1114 1117 1116 1113; 2786
1117 1011 1012 1116
852. 2787 1009 1113 1034 946; 2788 1113 1116 1035 1034; 2789
1116 1012 947 1035
853. 2790 943 1044 1121 1010; 2791 1044 1045 1124 1121; 2792
1045 944 1013 1124
854. 2793 1010 1121 1120 1011; 2794 1121 1124 1123 1120; 2795
1124 1013 1014 1123
855. 2796 1011 1120 1119 1012; 2797 1120 1123 1122 1119; 2798
1123 1014 1015 1122856. 2799 1012 1119 1046 947; 2800 1119 1122 1047 1046; 2801
1122 1015 948 1047
857 2802 945 967 1128 1016; 2803 967 968 1132 1128; 2804 968 969
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868. 2882 1169 1176 1172 1149; 2883 1176 1177 1173 1172; 2884
1177 1171 1165 1173
869. 2885 1171 1179 1175 1165; 2886 1179 1178 1174 1175; 2887
1178 1170 1152 1174
870. 2898 153 1185 1176 1169; 2899 1185 1186 1177 1176; 2900
1186 1184 1171 1177
871. 2901 76 167 1185 153; 2902 1185 167 1186; 2903 1186 167 168
1184
872. 2904 1178 1193 1181 1170; 2905 1179 1192 1193 1178; 2906
1171 1189 1192 1179
873. 2907 1180 54 1182 1190; 2908 1190 1182 1191; 2909 1191 1182
1183 1189
874. 2910 1189 1183 1192; 2911 1192 1183 1193; 2912 1193 1183 55
1181
875. 2913 1188 168 77 157; 2914 1184 168 1187; 2915 1187 168 1188
876. 2920 1194 1201 1197 1153; 2921 1201 1202 1198 1197; 2922
1202 1196 1166 1198
877. 2923 1196 1204 1200 1166; 2924 1204 1203 1199 1200; 2925
1203 1195 1156 1199
878. 2926 372 1206 1201 1194; 2927 1206 1207 1202 1201; 29281207 1205 1196 1202
879. 2929 298 386 1206 372; 2930 1206 386 1207; 2931 1207 386 387
1205
891. 2973 730 818 1238 804; 2974 1238 818 1239; 2975 1239 818 819
1237
892. 2976 1235 1225 592 1227; 2977 1236 1224 1225 1235; 2978
1228 1221 1224 1236
893. 2979 1241 819 731 808; 2980 1237 819 1240; 2981 1240 819
1241
894. 3002 1242 1254 1261 1246; 3003 1254 1255 1265 1261; 3004
1255 1243 1250 1265
895. 3005 1246 1261 1260 1247; 3006 1261 1265 1264 1260; 3007
1265 1250 1251 1264
896. 3008 1247 1260 1259 1248; 3009 1260 1264 1263 1259; 3010
1264 1251 1252 1263
897. 3011 1248 1259 1258 1249; 3012 1259 1263 1262 1258; 3013
1263 1252 1253 1262
898. 3014 1249 1258 1256 1244; 3015 1258 1262 1257 1256; 3016
1262 1253 1245 1257
899. 3019 1269 1276 1272 1266; 3020 1276 1277 1273 1272; 3021
1277 1271 1268 1273
900. 3022 1271 1279 1275 1268; 3023 1279 1278 1274 1275; 3024
1278 1270 1267 1274901. 3025 1020 1281 1276 1269; 3026 1281 1282 1277 1276; 3027
1282 1280 1271 1277
902 3028 946 1034 1281 1020; 3029 1281 1034 1282; 3030 1282
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918. ISOTROPIC M20
919. E 2.236E+007
920. POISSON 0.2
921. DENSITY 24.5
922. ALPHA 1.1E-005
923. DAMP 0.05
924. END DEFINE MATERIAL
925. MEMBER PROPERTY AMERICAN
926. 2 TO 4 8 12 16 53 TO 55 59 63 67 108 TO 110 114 118 122 731 TO
733 737 741 -
927. 745 1261 TO 1263 1267 1271 1275 1791 TO 1793 1797 1801 1805
2321 TO 2323 -
928. 2327 2331 2335 PRIS YD 0.3 ZD 0.3
929. 1 6 7 10 11 13 TO 15 17 TO 19 52 57 58 61 62 64 TO 66 68 TO 70
107 112 113 -
930. 116 117 119 TO 121 123 TO 125 730 735 736 739 740 742 TO 744
746 TO 748 1260 -
931. 1265 1266 1269 1270 1272 TO 1274 1276 TO 1278 1790 1795
1796 1799 1800 1802 -
932. 1803 TO 1804 1806 TO 1808 2320 2325 2326 2329 2330 2332 TO2334 2336 TO 2338 -
933. 2850 2853 2855 2858 2860 2863 2865 2868 2982 TO 2985 3017 -
934 3018 PRIS YD 0 35 ZD 0 35
948. BETA 90 MEMB 5 9 56 60 111 115 734 738 1264 1268 1794 1798
2324 2328
949. MATERIAL M20 ALL
950. SUPPORTS
951. 1 TO 19 FIXED
952. 60 TO 62 ENFORCED BUT FX FZ MX MY MZ
953. MEMBER OFFSET
954. 129 TO 160 163 TO 182 187 TO 214 218 TO 246 251 TO 258 946
TO 977 980 TO 999 -
955. 1004 TO 1060 1065 TO 1072 1476 TO 1507 1510 TO 1529 1534
TO 1590 -
956. 1595 TO 1602 2006 TO 2037 2040 TO 2059 2064 TO 2120 2125
TO 2132 -
957. 2536 TO 2567 2570 TO 2589 2594 TO 2652 2655 TO 2662 2851
2854 2856 2859 2861 -
958. 2864 2866 2869 TO 2881 2916 TO 2919 2938 TO 2941 2960 TO
2963 2986 TO 3001 -
959. 3037 TO 3042 START 0 -0.1375 0
960. 129 TO 160 163 TO 182 187 TO 214 218 TO 246 251 TO 258 946
TO 977 980 TO 999 -961. 1004 TO 1060 1065 TO 1072 1476 TO 1507 1510 TO 1529 1534
TO 1590 -
962 1595 TO 1602 2006 TO 2037 2040 TO 2059 2064 TO 2120 2125
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976. SELFWEIGHT
977. MEMBER WEIGHT
978. 160 162 249 250 977 979 1063 1064 1507 1509 1593 1594 2037
2039 2123 2124 -
979. 2536 TO 2538 2550 TO 2553 2561 TO 2565 2567 TO 2573 2590
TO 2597 -
980. 2606 TO 2612 2619 TO 2621 2627 TO 2634 2639 TO 2644 2653
TO 2656 2662 2987 -
981. 2989 2994 TO 2997 3000 3001 UNI 2.5
982. 72 TO 74 78 TO 82 85 91 TO 97 129 TO 131 135 TO 139 142 147
TO 153 -
983. 163 TO 166 171 TO 178 191 TO 198 206 TO 211 218 TO 223 231
TO 234 239 240 -
984. 243 TO 246 251 252 255 256 946 TO 948 952 TO 956 959 964 TO
970 980 TO 983 -
985. 988 TO 995 1008 TO 1015 1023 TO 1028 1032 TO 1037 1045 TO
1048 1053 1054 -
986. 1057 TO 1060 1065 1066 1069 1070 1476 TO 1478 1482 TO 1486
1489 1494 TO 1500 -
987. 1510 TO 1513 1518 TO 1525 1538 TO 1545 1553 TO 1558 1562TO 1567 -
988. 1575 TO 1578 1583 1584 1587 TO 1590 1595 1596 1599 1600
2006 TO 2008 2012
1001. 2061 TO 2067 2076 TO 2082 2089 TO 2091 2098 TO 2104 2109
TO 2112 -
1002. 2889 UNI 12.5
1003. 21 TO 34 36 TO 50 UNI 12
1004. ELEMENT WEIGHT
1005. 359 TO 383 400 TO 414 431 TO 445 494 TO 537 588 TO 590 593
TO 595 598 TO 600 -
1006. 603 TO 629 678 TO 702 718 TO 725 2882 TO 2887 2898 TO 2906
2913 TO 2914 -
1007. 2915 PRESSURE 0.5625
1008. 1077 TO 1236 1252 TO 1259 2920 TO 2937 PRESSURE 0.5
1009. 1607 TO 1766 1782 TO 1789 2942 TO 2959 PRESSURE 0.4375
1010. 2137 TO 2296 2312 TO 2319 2667 TO 2826 2842 TO 2849 2964
TO 2981 3002 TO 3016 -
1011. 3019 TO 3036 PRESSURE 0.375
1012. FLOOR WEIGHT
1013. YRANGE 6 20.73 FLOAD 0.9 XRANGE 0 9.435 ZRANGE 0 17.398
GY
1014. YRANGE 3 3.5 FLOAD 0.625 XRANGE 0 9.435 ZRANGE 0 17.398
GY1015. LOAD 1 LOADTYPE SEISMIC TITLE EQ+X
1016. 1893 LOAD X 1
1017 LOAD 2 LOADTYPE SEISMIC TITLE EQ+Z
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1032. 1510 TO 1513 1518 TO 1525 1538 TO 1545 1553 TO 1558 1562
TO 1567 -
1033. 1575 TO 1578 1583 1584 1587 TO 1590 1595 1596 1599 1600
2006 TO 2008 2012 -
1034. 2013 TO 2016 2019 2024 TO 2030 2040 TO 2043 2048 TO 2055
2068 TO 2075 2083 -
1035. 2084 TO 2088 2092 TO 2097 2105 TO 2108 2113 2114 2117 TO
2120 2125 2126 2129 -
1036. 2130 2851 2854 2856 2859 2861 2864 2866 2869 TO 2881 2888
2890 2891 2916 -
1037. 2917 TO 2919 2938 TO 2941 2960 TO 2963 UNI GY -6.75
1038. 75 TO 77 132 TO 134 167 TO 170 241 242 253 254 949 TO 951
984 TO 987 1055 -
1039. 1056 1067 1068 1479 TO 1481 1514 TO 1517 1585 1586 1597
1598 2009 TO 2011 -
1040. 2044 TO 2047 2115 2116 2127 2128 UNI GY -5.13
1041. 87 88 90 98 TO 103 105 129 132 143 144 146 154 TO 159 161
183 TO 190 -
1042. 199 TO 205 212 TO 214 224 TO 230 235 TO 238 946 949 960 961
963 971 TO 976 -1043. 978 1000 TO 1007 1016 TO 1022 1029 TO 1031 1038 TO 1044
1049 TO 1052 1476 -
1044 1479 1490 1491 1493 1501 TO 1506 1508 1530 TO 1537 1546 TO
1061. 2137 TO 2296 2312 TO 2319 2667 TO 2826 2842 TO 2849 2964
TO 2981 3002 TO 3016 -
1062. 3019 TO 3036 PR GY -1.5
1063. LOAD 6 LOADTYPE SEISMIC TITLE SEISMIC REDUCED LIVE LOAD
1064. FLOOR LOAD
1065. YRANGE 3 3.5 FLOAD -0.625 XRANGE 0 9.435 ZRANGE 0 17.398
GY
1066. ELEMENT LOAD
1067. 359 TO 383 400 TO 414 431 TO 445 494 TO 537 588 TO 590 593
TO 595 598 TO 600 -
1068. 603 TO 629 678 TO 702 718 TO 725 2882 TO 2887 2898 TO 2906
2913 TO 2914 -
1069. 2915 PR GY -0.5625
1070. 1077 TO 1236 1252 TO 1259 2920 TO 2937 PR GY -0.5
1071. 1607 TO 1766 1782 TO 1789 2942 TO 2959 PR GY -0.4375
1072. 2137 TO 2296 2312 TO 2319 2667 TO 2826 2842 TO 2849 2964
TO 2981 3002 TO 3016 -
1073. 3019 TO 3036 PR GY -0.375
1074. LOAD 7 LOADTYPE NONE TITLE WALL LOAD+FINISHING LOAD+
SEISMIC REDUCED LIVE LOAD1075. MEMBER LOAD
1076. 160 162 249 250 977 979 1063 1064 1507 1509 1593 1594 2037
2039 2123 2124
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1088. 2084 TO 2088 2092 TO 2097 2105 TO 2108 2113 2114 2117 TO
2120 2125 2126 2129 -
1089. 2130 2851 2854 2856 2859 2861 2864 2866 2869 TO 2881 2888
2890 2891 2916 -
1090. 2917 TO 2919 2938 TO 2941 2960 TO 2963 UNI GY -6.75
1091. 75 TO 77 132 TO 134 167 TO 170 241 242 253 254 949 TO 951
984 TO 987 1055 -
1092. 1056 1067 1068 1479 TO 1481 1514 TO 1517 1585 1586 1597
1598 2009 TO 2011 -
1093. 2044 TO 2047 2115 2116 2127 2128 UNI GY -5.13
1094. 87 88 90 98 TO 103 105 129 132 143 144 146 154 TO 159 161
183 TO 190 -1095. 199 TO 205 212 TO 214 224 TO 230 235 TO 238 946 949 960 961
963 971 TO 976 -
1096. 978 1000 TO 1007 1016 TO 1022 1029 TO 1031 1038 TO 1044
1049 TO 1052 1476 -
1097. 1479 1490 1491 1493 1501 TO 1506 1508 1530 TO 1537 1546 TO
1552 1559 TO 1561 -
1098. 1568 TO 1574 1579 TO 1582 2006 2009 2020 2021 2023 2031 TO
2036 2038 2060 -1099. 2061 TO 2067 2076 TO 2082 2089 TO 2091 2098 TO 2104 2109
TO 2112 -
1100 2889 UNI GY 12 5
1119. LOAD COMB 11 0.9DL+1.25EQ+Z
1120. 3 0.9 4 0.9 2 1.25
1121. LOAD COMB 12 1.5(DL+LL)
1122. 3 1.5 4 1.5 5 1.5
1123. 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 = 1228/
1866/ 22
ORIGINAL/FINAL BAND-WIDTH= 1084/ 120/ 720 DOF
TOTAL PRIMARY LOAD CASES = 7, TOTAL DEGREES OF FREEDOM =
7254SIZE OF STIFFNESS MATRIX = 5223 DOUBLE KILO-WORDS
REQRD/AVAIL. DISK SPACE = 75.2/ 58604.4 MB
********************************************************
* TIME PERIOD FOR X 1893 LOADING = 0.72864 SEC *
* SA/G PER 1893= 1.867, LOAD FACTOR= 1.000 *
* FACTOR V PER 1893= 0.0652 X 11023.92 *
********************************************************
********************************************************* TIME PERIOD FOR Z 1893 LOADING = 0.72864 SEC *
* SA/G PER 1893= 1.867, LOAD FACTOR= 1.000 *
* FACTOR V PER 1893= 0 0652 X 11023 92 *
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7 9.13 1 1.7136 -0.0352 0.4601 0.0430 L / 315
2 -0.0576 1.3989 0.1887 0.2114 L / 686
8 10.58 1 1.6277 0.0099 0.0858 0.0452 L / 1689
2 0.1745 1.5540 0.2321 0.1551 L / 624
9 12.03 1 2.1648 -0.0422 0.5371 0.0521 L / 270
2 -0.0670 1.7522 0.2415 0.1982 L / 600
10 13.48 1 1.9639 0.0110 0.2009 0.0532 L / 722
2 0.2138 1.8688 0.2808 0.1166 L / 516
11 14.93 1 2.5198 -0.0441 0.5559 0.0551 L / 2612 -0.0697 2.0362 0.2835 0.1674 L / 511
12 16.38 1 2.2247 0.0099 0.2951 0.0539 L / 491
2 0.2460 2.0944 0.3157 0.0581 L / 459
13 17.83 1 2.7331 -0.0411 0.5083 0.0509 L / 285
2 -0.0659 2.2150 0.3120 0.1206 L / 465
14 20.73 1 2.6476 0.0137 0.0854 0.0548 L / 3395
2 0.2176 2.3826 0.2835 0.1676 L / 1023
PHYSICAL BEAM MEMBER M1
B E A M N O. 147 D E S I G N R E S U L T S
| 0.00 -5.43 -6.92 8 |
450.7 | 0.00 21.69 0.70 11 | 29.20 -6.92 8
| 0.00 -4.55 -6.47 10 |
507.0 | 0.00 21.00 0.70 11 | 28.50 -6.92 8
| 0.00 -3.58 -6.47 10 |
563.3 | 0.00 21.45 -0.04 9 | 27.78 -6.92 8
| 0.00 -2.63 -6.47 10 |
619.7 | 0.00 21.41 -0.04 9 | 27.17 -6.92 8
| 0.00 -1.71 -6.47 10 |
676.0 | 0.00 21.33 -0.04 9 | 26.44 -6.92 8
| 0.00 -0.82 -6.47 10 |
----------------------------------------------------------------------------SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION | TOP | BOTTOM | STIRRUPS
(in mm) | Reqd./Provided reinf. | Reqd./Provided reinf. | (2 legged)
----------------------------------------------------------------------------
0.0 | 194.51/ 402.12( 2-16 )| 180.65/ 402.12( 2-16 )| 8 @ 120
mm
56.3 | 181.01/ 402.12( 2-16 )| 177.39/ 402.12( 2-16 )| 8 @ 120mm
112.7 | 167.88/ 402.12( 2-16 )| 173.97/ 402.12( 2-16 )| 8 @ 120
mm
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----------------------------------------------------------------------------
| M A I N R E I N F O R C E M E N T |
----------------------------------------------------------------------------
SECTION | 0.0- 169.0 | 169.0- 507.0 | 507.0- 676.0 |
| mm | mm | mm |
----------------------------------------------------------------------------
TOP | 2-16 | 2-16 | 2-16 |
| in 1 layer(s) | in 1 layer(s) | in 1 layer(s) |
Ast Reqd| 194.51 | 143.50 | 143.50 |
Prov| 402.29 | 402.29 | 402.29 |
Ld (mm) | 906.2 | 906.2 | 906.2 |
----------------------------------------------------------------------------BOTTOM | 2-16 | 2-16 | 2-16 |
| in 1 layer(s) | in 1 layer(s) | in 1 layer(s) |
Ast Reqd| 180.65 | 166.58 | 145.00 |
Prov| 402.29 | 402.29 | 402.29 |
Ld (mm) | 906.2 | 906.2 | 906.2 |
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM
FACE OF THE SUPPORTSHEAR DESIGN RESULTS AT 515.0 mm AWAY FROM START SUPPORT
VY = 28.40 MX = -6.92 LD= 8
Provide 2 Legged 8 @ 120 mm c/c
338.0 | 0.00 17.56 0.38 9 | 16.69 -2.08 8
| 0.00 -0.71 -1.93 10 |
394.3 | 0.00 16.93 0.38 9 | 15.88 -2.08 8
| 0.00 -0.08 -1.93 10 |
450.7 | 0.00 16.25 0.38 9 | 15.27 -2.08 8
| 0.00 0.00 0.00 3 |
507.0 | 0.00 15.52 0.38 9 | 14.44 -2.08 8
| 0.00 0.00 0.00 3 |
563.3 | 0.00 14.76 0.38 9 | 13.59 -2.08 8
| 0.00 0.00 0.00 3 |
619.7 | 0.00 13.95 0.38 9 | 12.99 -2.08 8
| 0.00 0.00 0.00 3 |676.0 | 0.00 13.07 -0.48 12 | 12.12 -2.08 8
| 0.00 0.00 0.00 3 |
----------------------------------------------------------------------------
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION | TOP | BOTTOM | STIRRUPS
(in mm) | Reqd./Provided reinf. | Reqd./Provided reinf. | (2 legged)
----------------------------------------------------------------------------0.0 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
56 3 | 143 50/ 402 12( 2 16 )| 143 50/ 402 12( 2 16 )| 8 @ 120
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676.0 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
----------------------------------------------------------------------------
OUTPUT FOR BAR COMBINATION
----------------------------------------------------------------------------
| M A I N R E I N F O R C E M E N T |
----------------------------------------------------------------------------
SECTION | 0.0- 169.0 | 169.0- 507.0 | 507.0- 676.0 |
| mm | mm | mm |
----------------------------------------------------------------------------
TOP | 2-16 | 2-16 | 2-16 |
| in 1 layer(s) | in 1 layer(s) | in 1 layer(s) |Ast Reqd| 143.50 | 143.50 | 0.00 |
Prov| 402.29 | 402.29 | 402.29 |
Ld (mm) | 906.2 | 906.2 | 906.2 |
----------------------------------------------------------------------------
BOTTOM | 2-16 | 2-16 | 2-16 |
| in 1 layer(s) | in 1 layer(s) | in 1 layer(s) |
Ast Reqd| 143.50 | 143.50 | 143.50 |
Prov| 402.29 | 402.29 | 402.29 |Ld (mm) | 906.2 | 906.2 | 906.2 |
----------------------------------------------------------------------------
=========================================================
| 0.00 0.00 0.00 3 |
281.7 | 0.00 11.38 0.88 9 | -26.23 0.88 9
| 0.00 0.00 0.00 3 |
338.0 | 0.00 11.30 0.55 12 | -27.06 0.88 9
| 0.00 0.00 0.00 3 |
394.3 | 0.00 10.97 0.55 12 | -27.89 0.88 9
| 0.00 0.00 0.00 3 |
450.7 | 0.00 10.57 0.55 12 | -28.58 0.88 9
| 0.00 0.00 0.00 3 |
507.0 | 0.00 10.12 0.55 12 | -29.41 0.88 9
| 0.00 0.00 0.00 3 |
563.3 | 0.00 9.62 0.55 12 | -30.23 0.88 9| 0.00 -0.16 0.68 11 |
619.7 | 0.00 9.06 0.55 12 | -30.89 0.88 9
| 0.00 -1.79 0.68 11 |
676.0 | 0.00 8.45 0.55 12 | -31.69 0.88 9
| 0.00 -3.46 0.68 11 |
----------------------------------------------------------------------------
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------SECTION | TOP | BOTTOM | STIRRUPS
(in mm) | Reqd./Provided reinf. | Reqd./Provided reinf. | (2 legged)
-
8/21/2019 Staad Analysis Report of MaitiDevi Residential Building
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To: EXESS From: Prakash Singh Rawal
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Output.doc
619.7 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
676.0 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
----------------------------------------------------------------------------
OUTPUT FOR BAR COMBINATION
----------------------------------------------------------------------------
| M A I N R E I N F O R C E M E N T |
----------------------------------------------------------------------------
SECTION | 0.0- 169.0 | 169.0- 507.0 | 507.0- 676.0 |
| mm | mm | mm |
----------------------------------------------------------------------------TOP | 2-16 | 2-16 | 2-16 |
| in 1 layer(s) | in 1 layer(s) | in 1 layer(s) |
Ast Reqd| 0.00 | 0.00 | 143.50 |
Prov| 402.29 | 402.29 | 402.29 |
Ld (mm) | 906.2 | 906.2 | 906.2 |
----------------------------------------------------------------------------
BOTTOM | 2-16 | 2-16 | 2-16 |
| in 1 layer(s) | in 1 layer(s) | in 1 layer(s) |Ast Reqd| 143.50 | 143.50 | 143.50 |
Prov| 402.29 | 402.29 | 402.29 |
Ld (mm) | 906 2 | 906 2 | 906 2 |
281.7 | 0.00 4.33 3.21 8 | -42.95 1.08 9
| 0.00 -5.00 0.60 11 |
338.0 | 0.00 3.55 3.21 8 | -43.73 1.08 9
| 0.00 -7.03 0.60 11 |
394.3 | 0.00 2.74 3.21 8 | -44.50 1.08 9
| 0.00 -9.09 0.60 11 |
450.7 | 0.00 1.89 3.21 8 | -45.11 1.08 9
| 0.00 -11.18 0.60 11 |
507.0 | 0.00 0.99 3.21 8 | -45.87 1.08 9
| 0.00 -13.31 0.60 11 |
563.3 | 0.00 0.06 3.21 8 | -46.61 1.08 9
| 0.00 -15.05 1.08 9 |619.7 | 0.00 0.00 0.00 3 | -47.22 1.08 9
| 0.00 -17.69 1.08 9 |
676.0 | 0.00 0.00 0.00 3 | -47.95 1.08 9
| 0.00 -20.38 1.08 9 |
----------------------------------------------------------------------------
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION | TOP | BOTTOM | STIRRUPS(in mm) | Reqd./Provided reinf. | Reqd./Provided reinf. | (2 legged)
----------------------------------------------------------------------------
0 0 | 0 00/ 402 12( 2 16 )| 143 50/ 402 12( 2 16 )| 8 @ 120
-
8/21/2019 Staad Analysis Report of MaitiDevi Residential Building
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To: EXESS From: Prakash Singh Rawal
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Output.doc
619.7 | 143.50/ 402.12( 2-16 )| 0.00/ 402.12( 2-16 )| 8 @ 120
mm
676.0 | 144.81/ 402.12( 2-16 )| 0.00/ 402.12( 2-16 )| 8 @ 120
mm
----------------------------------------------------------------------------
OUTPUT FOR BAR COMBINATION
----------------------------------------------------------------------------
| M A I N R E I N F O R C E M E N T |
----------------------------------------------------------------------------
SECTION | 0.0- 169.0 | 169.0- 507.0 | 507.0- 676.0 |
| mm | mm | mm |
----------------------------------------------------------------------------TOP | 2-16 | 2-16 | 2-16 |
| in 1 layer(s) | in 1 layer(s) | in 1 layer(s) |
Ast Reqd| 143.50 | 143.50 | 144.81 |
Prov| 402.29 | 402.29 | 402.29 |
Ld (mm) | 906.2 | 906.2 | 906.2 |
----------------------------------------------------------------------------
BOTTOM | 2-16 | 2-16 | 2-16 |
| in 1 layer(s) | in 1 layer(s) | in 1 layer(s) |Ast Reqd| 143.50 | 143.50 | 143.50 |
Prov| 402.29 | 402.29 | 402.29 |
Ld (mm) | 906 2 | 906 2 | 906 2 |
281.7 | 0.00 0.00 0.00 3 | -25.56 7.98 8
| 0.00 -25.65 0.97 9 |
338.0 | 0.00 0.00 0.00 3 | -26.23 7.98 8
| 0.00 -29.20 0.97 9 |
394.3 | 0.00 0.00 0.00 3 | -26.89 7.98 8
| 0.00 -32.79 0.97 9 |
450.7 | 0.00 0.00 0.00 3 | -27.50 7.98 8
| 0.00 -36.41 0.97 9 |
507.0 | 0.00 0.00 0.00 3 | -28.14 7.98 8
| 0.00 -40.07 0.97 9 |
563.3 | 0.00 0.00 0.00 3 | -28.77 7.98 8
| 0.00 -43.77 0.97 9 |619.7 | 0.00 0.00 0.00 3 | -29.38 7.98 8
| 0.00 -47.50 0.97 9 |
676.0 | 0.00 0.00 0.00 3 | -29.99 7.98 8
| 0.00 -51.27 0.97 9 |
----------------------------------------------------------------------------
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION | TOP | BOTTOM | STIRRUPS(in mm) | Reqd./Provided reinf. | Reqd./Provided reinf. | (2 legged)
----------------------------------------------------------------------------
0 0 | 143 50/ 402 12( 2 16 )| 143 50/ 402 12( 2 16 )| 8 @ 120
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8/21/2019 Staad Analysis Report of MaitiDevi Residential Building
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Date: 3/18/2014 7:54:00 AM Ref: ca/ 1. Staad
Output.doc
619.7 | 342.32/ 402.12( 2-16 )| 0.00/ 402.12( 2-16 )| 8 @ 120
mm
676.0 | 372.30/ 402.12( 2-16 )| 0.00/ 402.12( 2-16 )| 8 @ 120
mm
----------------------------------------------------------------------------
OUTPUT FOR BAR COMBINATION
----------------------------------------------------------------------------
| M A I N R E I N F O R C E M E N T |
----------------------------------------------------------------------------
SECTION | 0.0- 169.0 | 169.0- 507.0 | 507.0- 676.0 |
| mm | mm | mm |
----------------------------------------------------------------------------TOP | 2-16 | 2-16 | 2-16 |
| in 1 layer(s) | in 1 layer(s) | in 1 layer(s) |
Ast Reqd| 143.50 | 257.72 | 372.30 |
Prov| 402.29 | 402.29 | 402.29 |
Ld (mm) | 906.2 | 906.2 | 906.2 |
----------------------------------------------------------------------------
BOTTOM | 2-16 | 2-16 | 2-16 |
| in 1 layer(s) | in 1 layer(s) | in 1 layer(s) |Ast Reqd| 143.50 | 0.00 | 0.00 |
Prov| 402.29 | 402.29 | 402.29 |
Ld (mm) | 906 2 | 906 2 | 906 2 |
242.9 | 0.00 20.41 0.51 11 | 34.67 -5.85 8
| 0.00 -14.03 -5.85 8 |
323.8 | 0.00 19.98 0.51 11 | 33.71 -5.85 8
| 0.00 -11.26 -5.85 8 |
404.8 | 0.00 19.50 0.51 11 | 32.84 -5.85 8
| 0.00 -8.56 -5.85 8 |
485.8 | 0.00 18.96 0.51 11 | 31.86 -5.85 8
| 0.00 -5.95 -5.85 8 |
566.7 | 0.00 18.36 0.51 11 | 30.84 -5.85 8
| 0.00 -3.40 -5.85 8 |
647.7 | 0.00 17.70 0.51 11 | 29.97 -5.85 8
| 0.00 -0.95 -5.94 10 |728.6 | 0.00 17.32 0.35 9 | 28.92 -5.85 8
| 0.00 0.00 0.00 3 |
809.6 | 0.00 17.60 0.35 9 | 27.85 -5.85 8
| 0.00 0.00 0.00 3 |
890.5 | 0.00 17.80 0.35 9 | 26.98 -5.85 8
| 0.00 0.00 0.00 3 |
971.5 | 0.00 17.91 0.35 9 | 25.87 -5.85 8
| 0.00 0.00 0.00 3 |----------------------------------------------------------------------------
SUMMARY OF REINF. AREA (Sq.mm)
-
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Output.doc
728.6 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
809.6 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
890.5 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
971.5 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
----------------------------------------------------------------------------
OUTPUT FOR BAR COMBINATION
----------------------------------------------------------------------------
| M A I N R E I N F O R C E M E N T |----------------------------------------------------------------------------
SECTION | 0.0- 242.9 | 242.9- 728.6 | 728.6- 971.5 |
| mm | mm | mm |
----------------------------------------------------------------------------
TOP | 2-16 | 2-16 | 2-16 |
| in 1 layer(s) | in 1 layer(s) | in 1 layer(s) |
Ast Reqd| 215.61 | 143.50 | 0.00 |
Prov| 402.29 | 402.29 | 402.29 |Ld (mm) | 906.2 | 906.2 | 906.2 |
----------------------------------------------------------------------------
BOTTOM | 2 16 | 2 16 | 2 16 |
81.0 | 0.00 17.04 0.25 9 | 17.98 -1.23 8
| 0.00 0.00 0.00 3 |
161.9 | 0.00 16.67 0.25 9 | 17.01 -1.23 8
| 0.00 0.00 0.00 3 |
242.9 | 0.00 16.22 0.25 9 | 15.90 -1.23 8
| 0.00 0.00 0.00 3 |
323.8 | 0.00 15.68 0.25 9 | 14.75 -1.23 8
| 0.00 0.00 0.00 3 |
404.8 | 0.00 15.05 0.25 9 | 13.77 -1.23 8
| 0.00 0.00 0.00 3 |
485.7 | 0.00 14.33 0.25 9 | 12.61 -1.23 8
| 0.00 0.00 0.00 3 |566.7 | 0.00 13.53 0.25 9 | 11.45 -1.23 8
| 0.00 0.00 0.00 3 |
647.7 | 0.00 12.63 0.25 9 | 10.46 -1.23 8
| 0.00 0.00 0.00 3 |
728.6 | 0.00 12.78 0.21 12 | -17.47 0.22 11
| 0.00 0.00 0.00 3 |
809.6 | 0.00 13.47 0.21 12 | -18.37 0.22 11
| 0.00 0.00 0.00 3 |890.5 | 0.00 14.04 0.21 12 | -19.28 0.22 11
| 0.00 0.00 0.00 3 |
971 5 | 0 00 14 49 0 21 12 | 20 05 0 22 11
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8/21/2019 Staad Analysis Report of MaitiDevi Residential Building
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To: EXESS From: Prakash Singh Rawal
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Date: 3/18/2014 7:54:00 AM Ref: ca/ 1. Staad
Output.doc
404.8 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
485.7 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
566.7 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
647.7 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
728.6 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
809.6 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm890.5 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
971.5 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
----------------------------------------------------------------------------
OUTPUT FOR BAR COMBINATION
----------------------------------------------------------------------------
| M A I N R E I N F O R C E M E N T |
----------------------------------------------------------------------------
SECTION | 0.0- 242.9 | 242.9- 728.6 | 728.6- 971.5 |
| mm | mm | mm |
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 16.60 0.43 9 | -25.95 0.43 9
| 0.00 0.00 0.00 3 |
81.0 | 0.00 14.32 0.64 12 | -27.17 0.43 9
| 0.00 0.00 0.00 3 |
161.9 | 0.00 13.55 0.64 12 | -28.15 0.43 9
| 0.00 0.00 0.00 3 |
242.9 | 0.00 12.66 0.64 12 | -29.35 0.43 9
| 0.00 0.00 0.00 3 |
323.8 | 0.00 11.67 0.64 12 | -30.53 0.43 9
| 0.00 0.00 0.00 3 |404.8 | 0.00 10.55 0.64 12 | -31.52 0.43 9
| 0.00 0.00 0.00 3 |
485.8 | 0.00 8.12 1.53 8 | -32.69 0.43 9
| 0.00 -1.01 0.18 11 |
566.7 | 0.00 7.18 1.53 8 | -33.84 0.43 9
| 0.00 -3.32 0.18 11 |
647.7 | 0.00 6.16 1.53 8 | -34.83 0.43 9
| 0.00 -5.70 0.18 11 |
728.6 | 0.00 5.05 1.53 8 | -35.98 0.43 9
| 0.00 -8.14 0.18 11 |
809 6 | 0 00 3 85 1 53 8 | 37 09 0 43 9
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8/21/2019 Staad Analysis Report of MaitiDevi Residential Building
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To: EXESS From: Prakash Singh Rawal
Copyto:
Date: 3/18/2014 7:54:00 AM Ref: ca/ 1. Staad
Output.doc
404.8 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
485.8 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
566.7 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
647.7 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
728.6 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
809.6 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm890.5 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
971.5 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
----------------------------------------------------------------------------
OUTPUT FOR BAR COMBINATION
----------------------------------------------------------------------------
| M A I N R E I N F O R C E M E N T |
----------------------------------------------------------------------------
SECTION | 0.0- 242.9 | 242.9- 728.6 | 728.6- 971.5 |
| mm | mm | mm |
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 8.15 5.70 8 | -23.43 5.70 8
| 0.00 -3.25 0.15 11 |
81.0 | 0.00 6.21 5.70 8 | -24.54 5.70 8
| 0.00 -6.57 0.15 11 |
161.9 | 0.00 4.19 5.70 8 | -25.41 5.70 8
| 0.00 -9.95 0.15 11 |
242.9 | 0.00 2.09 5.70 8 | -26.48 5.70 8
| 0.00 -13.40 0.15 11 |
323.8 | 0.00 0.52 5.60 10 | -27.53 5.70 8
| 0.00 -16.82 0.47 9 |404.8 | 0.00 0.00 0.00 3 | -28.40 5.70 8
| 0.00 -21.36 0.47 9 |
485.7 | 0.00 0.00 0.00 3 | -29.41 5.70 8
| 0.00 -25.99 0.47 9 |
566.7 | 0.00 0.00 0.00 3 | -30.39 5.70 8
| 0.00 -30.69 0.47 9 |
647.7 | 0.00 0.00 0.00 3 | -31.27 5.70 8
| 0.00 -35.47 0.47 9 |
728.6 | 0.00 0.00 0.00 3 | -32.22 5.70 8
| 0.00 -40.32 0.47 9 |
809 6 | 0 00 0 00 0 00 3 | 33 14 5 70 8
-
8/21/2019 Staad Analysis Report of MaitiDevi Residential Building
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To: EXESS From: Prakash Singh Rawal
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Date: 3/18/2014 7:54:00 AM Ref: ca/ 1. Staad
Output.doc
404.8 | 144.91/ 402.12( 2-16 )| 0.00/ 402.12( 2-16 )| 8 @ 120
mm
485.7 | 176.97/ 402.12( 2-16 )| 0.00/ 402.12( 2-16 )| 8 @ 120
mm
566.7 | 210.27/ 402.12( 2-16 )| 0.00/ 402.12( 2-16 )| 8 @ 120
mm
647.7 | 244.91/ 402.12( 2-16 )| 0.00/ 402.12( 2-16 )| 8 @ 120
mm
728.6 | 280.97/ 402.12( 2-16 )| 0.00/ 402.12( 2-16 )| 8 @ 120
mm
809.6 | 318.56/ 402.12( 2-16 )| 0.00/ 402.12( 2-16 )| 8 @ 120
mm890.5 | 357.80/ 402.12( 2-16 )| 0.00/ 402.12( 2-16 )| 8 @ 120
mm
971.5 | 398.83/ 402.12( 2-16 )| 0.00/ 402.12( 2-16 )| 8 @ 120
mm
----------------------------------------------------------------------------
OUTPUT FOR BAR COMBINATION
----------------------------------------------------------------------------
| M A I N R E I N F O R C E M E N T |
----------------------------------------------------------------------------
SECTION | 0.0- 242.9 | 242.9- 728.6 | 728.6- 971.5 |
| mm | mm | mm |
B E A M N O. 149 D E S I G N R E S U L T S
M20 Fe500 (Main) Fe415 (Sec.)
LENGTH: 876.3 mm SIZE: 230.0 mm X 400.0 mm COVER: 25.0
mm
DESIGN LOAD SUMMARY (KN MET)
----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case----------------------------------------------------------------------------
0.0 | 0.00 27.10 -0.03 11 | 33.13 -5.05 8
| 0.00 -19.25 -5.05 8 |
73.0 | 0.00 26.22 -0.03 11 | 32.34 -5.05 8
| 0.00 -16.86 -5.05 8 |
146.0 | 0.00 25.30 -0.03 11 | 31.54 -5.05 8
| 0.00 -14.53 -5.05 8 |
219.1 | 0.00 24.33 -0.03 11 | 30.71 -5.05 8
| 0.00 -12.25 -5.05 8 |
292.1 | 0.00 23.32 -0.03 11 | 29.86 -5.05 8
| 0 00 10 04 5 05 8 |
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Output.doc
0.0 | 181.38/ 402.12( 2-16 )| 179.75/ 402.12( 2-16 )| 8 @ 120
mm
73.0 | 164.68/ 402.12( 2-16 )| 173.61/ 402.12( 2-16 )| 8 @ 120
mm
146.0 | 148.56/ 402.12( 2-16 )| 167.19/ 402.12( 2-16 )| 8 @ 120
mm
219.1 | 143.50/ 402.12( 2-16 )| 160.48/ 402.12( 2-16 )| 8 @ 120
mm
292.1 | 143.50/ 402.12( 2-16 )| 153.50/ 402.12( 2-16 )| 8 @ 120
mm
365.1 | 143.50/ 402.12( 2-16 )| 146.23/ 402.12( 2-16 )| 8 @ 120
mm438.1 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
511.1 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
584.2 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
657.2 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
730.2 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
803 2 | 0 00/ 402 12( 2 16 )| 143 50/ 402 12( 2 16 )| 8 @ 120
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM
FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 540.0 mm AWAY FROM START SUPPORT
VY = 26.97 MX = -5.05 LD= 8
Provide 2 Legged 8 @ 120 mm c/c
==========================================================
B E A M N O. 218 D E S I G N R E S U L T S
M20 Fe500 (Main) Fe415 (Sec.)
LENGTH: 876.2 mm SIZE: 230.0 mm X 400.0 mm COVER: 25.0mm
DESIGN LOAD SUMMARY (KN MET)
----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 18.79 -0.32 11 | 17.82 -0.99 8
| 0.00 -1.03 -1.05 10 |
73.0 | 0.00 17.52 -0.32 11 | 16.91 -0.99 8
| 0.00 -0.12 -1.05 10 |
146 0 | 0 00 16 21 0 32 11 | 15 95 0 99 8
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8/21/2019 Staad Analysis Report of MaitiDevi Residential Building
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Output.doc
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION | TOP | BOTTOM | STIRRUPS
(in mm) | Reqd./Provided reinf. | Reqd./Provided reinf. | (2 legged)
----------------------------------------------------------------------------
0.0 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
73.0 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
146.0 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
219.1 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120mm
292.1 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
365.1 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
438.1 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
511.1 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
584.2 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
BOTTOM | 2-16 | 2-16 | 2-16 |
| in 1 layer(s) | in 1 layer(s) | in 1 layer(s) |
Ast Reqd| 143.50 | 143.50 | 143.50 |
Prov| 402.29 | 402.29 | 402.29 |
Ld (mm) | 906.2 | 906.2 | 906.2 |
----------------------------------------------------------------------------
========================================================
===========================================================
B E A M N O. 219 D E S I G N R E S U L T S
M20 Fe500 (Main) Fe415 (Sec.)
LENGTH: 876.2 mm SIZE: 230.0 mm X 400.0 mm COVER: 25.0mm
DESIGN LOAD SUMMARY (KN MET)
----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 13.79 -0.54 9 | -30.00 -0.54 9
| 0.00 0.00 0.00 3 |
73.0 | 0.00 11.56 -0.54 9 | -30.98 -0.54 9
| 0.00 0.00 0.00 3 |
146 0 | 0 00 8 56 1 25 8 | 31 95 0 54 9
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Output.doc
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION | TOP | BOTTOM | STIRRUPS
(in mm) | Reqd./Provided reinf. | Reqd./Provided reinf. | (2 legged)----------------------------------------------------------------------------
0.0 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
73.0 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
146.0 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
219.1 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120mm
292.1 | 0.00/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
365.1 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
438.1 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
511.1 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
584.1 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
BOTTOM | 2-16 | 2-16 | 2-16 |
| in 1 layer(s) | in 1 layer(s) | in 1 layer(s) |
Ast Reqd| 143.50 | 143.50 | 143.50 |
Prov| 402.29 | 402.29 | 402.29 |Ld (mm) | 906.2 | 906.2 | 906.2 |
----------------------------------------------------------------------------
=========================================================
==========================================================
B E A M N O. 220 D E S I G N R E S U L T S
M20 Fe500 (Main) Fe415 (Sec.)
LENGTH: 876.3 mm SIZE: 230.0 mm X 400.0 mm COVER: 25.0
mmDESIGN LOAD SUMMARY (KN MET)
----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 9.92 4.63 8 | -54.45 -0.51 9
| 0.00 -3.84 -0.47 11 |
73.0 | 0.00 8.65 4.63 8 | -55.43 -0.51 9
| 0.00 -7.22 -0.47 11 |
146.1 | 0.00 7.06 4.89 10 | -56.22 -0.51 9
| 0 00 10 64 0 47 11 |
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8/21/2019 Staad Analysis Report of MaitiDevi Residential Building
37/146
STAAD.Pro Report
Design of Residential
Building at MaitiDevi
To: EXESS From: Prakash Singh Rawal
Copyto:
Date: 3/18/2014 7:54:00 AM Ref: ca/ 1. Staad
Output.doc
----------------------------------------------------------------------------
SECTION | TOP | BOTTOM | STIRRUPS
(in mm) | Reqd./Provided reinf. | Reqd./Provided reinf. | (2 legged)
----------------------------------------------------------------------------0.0 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
73.0 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
146.1 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
219.1 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm292.1 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
365.1 | 151.83/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
438.1 | 182.01/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
511.2 | 213.25/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
584.2 | 245.63/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
657 2 | 279 22/ 402 12( 2 16 )| 143 50/ 402 12( 2 16 )| 8 @ 120
| in 1 layer(s) | in 1 layer(s) | in 1 layer(s) |
Ast Reqd| 143.50 | 143.50 | 143.50 |
Prov| 402.29 | 402.29 | 402.29 |
Ld (mm) | 906.2 | 906.2 | 906.2 |----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM
FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 540.0 mm AWAY FROM END SUPPORT
VY = -58.68 MX = -0.51 LD= 9
Provide 2 Legged 8 @ 120 mm c/c
=========================================================B E A M N O. 150 D E S I G N R E S U L T S
M20 Fe500 (Main) Fe415 (Sec.)
LENGTH: 853.4 mm SIZE: 230.0 mm X 400.0 mm COVER: 25.0
mm
DESIGN LOAD SUMMARY (KN MET)
----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 26.78 3.00 11 | -49.54 3.00 11
| 0 00 28 83 0 54 12 |
-
8/21/2019 Staad Analysis Report of MaitiDevi Residential Building
38/146
STAAD.Pro Report
Design of Residential
Building at MaitiDevi
To: EXESS From: Prakash Singh Rawal
Copyto:
Date: 3/18/2014 7:54:00 AM Ref: ca/ 1. Staad
Output.doc
853.4 | 0.00 5.98 0.54 12 | -57.05 3.00 11
| 0.00 -21.79 -2.82 10 |
----------------------------------------------------------------------------
SUMMARY OF REINF. AREA (Sq.mm)----------------------------------------------------------------------------
SECTION | TOP | BOTTOM | STIRRUPS
(in mm) | Reqd./Provided reinf. | Reqd./Provided reinf. | (2 legged)
----------------------------------------------------------------------------
0.0 | 197.78/ 402.12( 2-16 )| 211.40/ 402.12( 2-16 )| 8 @ 120
mm
71.1 | 174.52/ 402.12( 2-16 )| 186.21/ 402.12( 2-16 )| 8 @ 120
mm142.2 | 152.10/ 402.12( 2-16 )| 161.15/ 402.12( 2-16 )| 8 @ 120
mm
213.4 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
284.5 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
355.6 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
426.7 | 143.50/ 402.12( 2-16 )| 143.50/ 402.12( 2-16 )| 8 @ 120
mm
497 8 | 143 50/ 402 12( 2 16 )| 143 50/ 402 12( 2 16 )| 8 @ 120
Prov| 402.29 | 402.29 | 402.29 |
Ld (mm) | 906.2 | 906.2 | 906.2 |
----------------------------------------------------------------------------
BOTTOM | 2-16 | 2-16 | 2-16 || in 1 layer(s) | in 1 layer(s) | in 1 layer(s) |
Ast Reqd| 211.40 | 143.50 | 143.50 |
Prov| 402.29 | 402.29 | 402.29 |
Ld (mm) | 906.2 | 906.2 | 906.2 |
-------------------------------------------------