staad analysis report of maitidevi residential building

Upload: prakash-singh-rawal

Post on 07-Aug-2018

215 views

Category:

Documents


0 download

TRANSCRIPT

  • 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

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    2/146

    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

    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

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    3/146

    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

    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

  • 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

  • 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

  • 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

  • 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

  • 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

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    9/146

    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

    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

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    10/146

    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

    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

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    11/146

    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

    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

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    12/146

    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

    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

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    13/146

    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

    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;

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    14/146

    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

    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

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    15/146

    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

    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

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    16/146

    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

    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

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    17/146

    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

    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

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    18/146

    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

    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

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    19/146

    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

    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

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    20/146

    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

    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

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    21/146

    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

    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

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    22/146

    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

    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

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    23/146

    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

    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 *

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    24/146

    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

    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

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    25/146

    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

    ----------------------------------------------------------------------------

    | 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

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    26/146

    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

    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

    27/146

    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

    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

    28/146

    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

    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

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    29/146

    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

    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)

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    30/146

    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

    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

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    31/146

    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

    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

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    32/146

    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

    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

    33/146

    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

    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 |

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    34/146

    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

    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

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    35/146

    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

    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

  • 8/21/2019 Staad Analysis Report of MaitiDevi Residential Building

    36/146

    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

    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 |

  • 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 |

    -------------------------------------------------