input file for staad

120
PAGE NO. 1 **************************************************** * * * STAAD.Pro V8i SELECTseries6 * * Version 20.07.11.33 * * Proprietary Program of * * Bentley Systems, Inc. * * Date= FEB 20, 2016 * * Time= 12:16: 1 * * * * USER ID: Hewlett-Packard Company * **************************************************** 1. STAAD SPACE INPUT FILE: E:\STAAD\MES NAVY\2015-16\store at sewri\store room.STD 2. START JOB INFORMATION 3. ENGINEER DATE 01-JAN-16 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 1 15.018 0.5 0; 2 21.268 0.5 0; 3 0 0.5 3.25; 4 6.03 0.5 3.25

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here i am submitting input output file of sttad for storage accn in mumbai.staad file for kids to study of structure behaviour.you can design building with this file.good for study.

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Page 1: input file for staad

PAGE NO. 1

****************************************************

* *

* STAAD.Pro V8i SELECTseries6 *

* Version 20.07.11.33 *

* Proprietary Program of *

* Bentley Systems, Inc. *

* Date= FEB 20, 2016 *

* Time= 12:16: 1 *

* *

* USER ID: Hewlett-Packard Company *

****************************************************

1. STAAD SPACE

INPUT FILE: E:\STAAD\MES NAVY\2015-16\store at sewri\store room.STD

2. START JOB INFORMATION

3. ENGINEER DATE 01-JAN-16

4. END JOB INFORMATION

5. INPUT WIDTH 79

6. UNIT METER KN

7. JOINT COORDINATES

8. 1 15.018 0.5 0; 2 21.268 0.5 0; 3 0 0.5 3.25; 4 6.03 0.5 3.25

Page 2: input file for staad

9. 5 15.018 0.5 3.25; 6 21.268 0.5 3.25; 7 25.571 0.5 3.25; 8 30.613 0.5 3.25

10. 9 0 0.5 10.73; 10 6.03 0.5 10.73; 11 15.018 0.5 10.73; 12 21.268 0.5 10.73

11. 13 25.571 0.5 10.73; 14 30.613 0.5 10.73; 15 0 0.5 18.01; 16 6.03 0.5 18.01

12. 17 15.018 0.5 18.01; 18 21.268 0.5 18.01; 19 25.571 0.5 18.01

13. 20 30.613 0.5 18.01; 21 0 0.5 28.09; 22 6.03 0.5 28.09; 23 15.018 0.5 28.09

14. 24 21.268 0.5 28.09; 25 25.571 0.5 28.09; 26 30.613 0.5 28.09; 27 0 0.5 35.37

15. 28 6.03 0.5 35.37; 29 9.48 0.5 35.37; 30 15.018 0.5 35.37; 31 21.268 0.5 35.37

16. 32 25.571 0.5 35.37; 33 30.613 0.5 35.37; 34 0 0.5 42.65; 35 6.03 0.5 42.65

17. 36 9.48 0.5 42.65; 37 15.018 0.5 42.65; 38 21.268 0.5 42.65

18. 39 25.571 0.5 42.65; 40 30.613 0.5 42.65; 81 0 2.3 42.65; 82 4.03 2.3 42.65

19. 83 6.03 2.3 42.65; 84 0 3.125 3.25; 85 6.03 3.125 3.25; 86 15.018 3.125 3.25

20. 87 21.268 3.125 3.25; 88 25.571 3.125 3.25; 89 30.613 3.125 3.25

21. 90 0 3.125 10.73; 91 0 3.125 18.01; 92 0 3.125 28.09; 93 0 3.125 35.37

22. 94 6.03 3.125 35.37; 95 9.48 3.125 35.37; 96 15.018 3.125 35.37

23. 97 21.268 3.125 35.37; 98 0 3.125 42.65; 99 6.03 3.125 42.65

24. 100 9.48 3.125 42.65; 101 15.018 3.125 42.65; 102 21.268 3.125 42.65

25. 103 25.571 3.125 42.65; 104 30.613 3.125 42.65; 105 21.268 3.15 0

26. 106 21.268 3.15 3.25; 107 0 3.5 42.65; 108 2 3.5 42.65; 109 15.018 5.65 0

27. 110 21.268 5.65 0; 111 0 5.65 3.25; 112 6.03 5.65 3.25; 113 10.524 5.65 3.25

28. 114 15.018 5.65 3.25; 115 21.268 5.65 3.25; 116 25.571 5.65 3.25

29. 117 30.613 5.65 3.25; 118 0 5.65 6.99; 119 6.03 5.65 6.99

30. 120 10.524 5.65 6.99; 121 15.018 5.65 6.99; 122 21.268 5.65 6.99

31. 123 25.571 5.65 6.99; 124 30.613 5.65 6.99; 125 0 5.65 10.73

32. 126 6.03 5.65 10.73; 127 10.524 5.65 10.73; 128 15.018 5.65 10.73

33. 129 21.268 5.65 10.73; 130 25.571 5.65 10.73; 131 30.613 5.65 10.73

34. 132 0 5.65 14.37; 133 6.03 5.65 14.37; 134 10.524 5.65 14.37

35. 135 15.018 5.65 14.37; 136 21.268 5.65 14.37; 137 25.571 5.65 14.37

Page 3: input file for staad

36. 138 30.613 5.65 14.37; 139 0 5.65 18.01; 140 6.03 5.65 18.01

37. 141 10.524 5.65 18.01; 142 15.018 5.65 18.01; 143 21.268 5.65 18.01

38. 144 25.571 5.65 18.01; 145 30.613 5.65 18.01; 146 0 5.65 23.05

STAAD SPACE -- PAGE NO. 2

39. 147 6.03 5.65 23.05; 148 10.524 5.65 23.05; 149 15.018 5.65 23.05

40. 150 21.268 5.65 23.05; 151 25.571 5.65 23.05; 152 30.613 5.65 23.05

41. 153 0 5.65 28.09; 154 6.03 5.65 28.09; 155 10.524 5.65 28.09

42. 156 15.018 5.65 28.09; 157 21.268 5.65 28.09; 158 25.571 5.65 28.09

43. 159 30.613 5.65 28.09; 160 0 5.65 31.73; 161 6.03 5.65 31.73

44. 162 10.524 5.65 31.73; 163 15.018 5.65 31.73; 164 21.268 5.65 31.73

45. 165 25.571 5.65 31.73; 166 30.613 5.65 31.73; 167 0 5.65 35.37

46. 168 6.03 5.65 35.37; 169 9.48 5.65 35.37; 170 10.524 5.65 35.37

47. 171 15.018 5.65 35.37; 172 21.268 5.65 35.37; 173 25.571 5.65 35.37

48. 174 30.613 5.65 35.37; 175 6.03 5.65 39.01; 176 9.48 5.65 39.01

49. 177 15.018 5.65 39.01; 178 21.268 5.65 39.01; 179 25.571 5.65 39.01

50. 180 30.613 5.65 39.01; 181 0 5.65 42.65; 182 6.03 5.65 42.65

51. 183 9.48 5.65 42.65; 184 15.018 5.65 42.65; 185 21.268 5.65 42.65

52. 186 25.571 5.65 42.65; 187 30.613 5.65 42.65; 188 0 8.15 3.25

53. 189 6.03 8.15 3.25; 190 10.524 8.15 3.25; 191 15.018 8.15 3.25

54. 192 21.268 8.15 3.25; 193 25.571 8.15 3.25; 194 30.613 8.15 3.25

55. 195 0 8.15 6.99; 196 0 8.15 10.73; 197 0 8.15 14.37; 198 0 8.15 18.01

56. 199 0 8.15 23.05; 200 0 8.15 28.09; 201 0 8.15 31.73; 202 0 8.15 35.37

57. 203 0 8.15 42.65; 204 6.03 8.15 42.65; 205 9.48 8.15 42.65

58. 206 15.018 8.15 42.65; 207 21.268 8.15 42.65; 208 25.571 8.15 42.65

59. 209 30.613 8.15 42.65; 212 0 10.8 3.25; 213 6.03 10.8 3.25

60. 214 10.524 10.8 3.25; 215 15.018 10.8 3.25; 216 21.268 10.8 3.25

Page 4: input file for staad

61. 217 25.571 10.8 3.25; 218 30.613 10.8 3.25; 219 0 10.8 6.99

62. 220 6.03 10.8 6.99; 221 10.524 10.8 6.99; 222 15.018 10.8 6.99

63. 223 21.268 10.8 6.99; 224 25.571 10.8 6.99; 225 30.613 10.8 6.99

64. 226 0 10.8 10.73; 227 6.03 10.8 10.73; 228 10.524 10.8 10.73

65. 229 15.018 10.8 10.73; 230 21.268 10.8 10.73; 231 25.571 10.8 10.73

66. 232 30.613 10.8 10.73; 233 0 10.8 14.37; 234 6.03 10.8 14.37

67. 235 10.524 10.8 14.37; 236 15.018 10.8 14.37; 237 21.268 10.8 14.37

68. 238 25.571 10.8 14.37; 239 30.613 10.8 14.37; 240 0 10.8 18.01

69. 241 6.03 10.8 18.01; 242 10.524 10.8 18.01; 243 15.018 10.8 18.01

70. 244 21.268 10.8 18.01; 245 25.571 10.8 18.01; 246 30.613 10.8 18.01

71. 247 0 10.8 23.05; 248 6.03 10.8 23.05; 249 10.524 10.8 23.05

72. 250 15.018 10.8 23.05; 251 21.268 10.8 23.05; 252 25.571 10.8 23.05

73. 253 30.613 10.8 23.05; 254 0 10.8 28.09; 255 6.03 10.8 28.09

74. 256 10.524 10.8 28.09; 257 15.018 10.8 28.09; 258 21.268 10.8 28.09

75. 259 25.571 10.8 28.09; 260 30.613 10.8 28.09; 261 0 10.8 31.73

76. 262 6.03 10.8 31.73; 263 10.524 10.8 31.73; 264 15.018 10.8 31.73

77. 265 21.268 10.8 31.73; 266 25.571 10.8 31.73; 267 30.613 10.8 31.73

78. 268 0 10.8 35.37; 269 6.03 10.8 35.37; 270 9.48 10.8 35.37

79. 271 10.524 10.8 35.37; 272 15.018 10.8 35.37; 273 21.268 10.8 35.37

80. 274 25.571 10.8 35.37; 275 30.613 10.8 35.37; 276 0 10.8 39.01

81. 277 6.03 10.8 39.01; 278 15.018 10.8 39.01; 279 21.268 10.8 39.01

82. 280 25.571 10.8 39.01; 281 30.613 10.8 39.01; 282 0 10.8 42.65

83. 283 6.03 10.8 42.65; 284 9.48 10.8 42.65; 285 15.018 10.8 42.65

84. 286 21.268 10.8 42.65; 287 25.571 10.8 42.65; 288 30.613 10.8 42.65

85. 289 6.03 5.65 44.85; 290 9.48 5.65 44.85; 291 0 5.65 44.85; 294 21.268 8.15 0

86. 295 15.018 8.15 0; 296 0 0.5 45.05; 297 6.03 0.5 45.05; 298 9.48 0.5 45.05

87. MEMBER INCIDENCES

Page 5: input file for staad

88. 41 1 2; 42 5 1; 43 6 2; 44 3 4; 45 4 5; 46 5 6; 47 6 7; 48 7 8; 49 3 9

89. 50 4 10; 51 5 11; 52 6 12; 53 7 13; 54 8 14; 55 9 10; 56 10 11; 57 11 12

90. 58 12 13; 59 13 14; 60 9 15; 61 10 16; 62 11 17; 63 12 18; 64 13 19; 65 14 20

91. 66 15 16; 67 16 17; 68 17 18; 69 18 19; 70 19 20; 71 15 21; 72 16 22; 73 17 23

92. 74 18 24; 75 19 25; 76 20 26; 77 21 22; 78 22 23; 79 23 24; 80 24 25; 81 25 26

93. 82 21 27; 83 22 28; 84 23 30; 85 24 31; 86 25 32; 87 26 33; 88 27 28; 89 28 29

94. 90 29 30; 91 30 31; 92 31 32; 93 32 33; 94 27 34; 95 28 35; 96 29 36; 97 30 37

STAAD SPACE -- PAGE NO. 3

95. 98 31 38; 99 32 39; 100 33 40; 101 34 35; 102 35 36; 103 36 37; 104 37 38

96. 105 38 39; 106 39 40; 107 34 81; 108 35 83; 109 3 84; 110 4 85; 111 5 86

97. 112 6 87; 113 7 88; 114 8 89; 115 9 90; 116 15 91; 117 21 92; 118 27 93

98. 119 28 94; 120 29 95; 121 30 96; 122 31 97; 123 36 100; 124 37 101; 125 38 102

99. 126 39 103; 127 40 104; 128 2 105; 129 82 83; 130 81 98; 131 83 99; 132 108 82

100. 133 1 109; 134 10 126; 135 11 128; 136 12 129; 137 13 130; 138 14 131

101. 139 16 140; 140 17 142; 141 18 143; 142 19 144; 143 20 145; 144 22 154

102. 145 23 156; 146 24 157; 147 25 158; 148 26 159; 149 32 173; 150 33 174

103. 151 84 85; 152 85 86; 153 86 87; 154 87 88; 155 88 89; 156 84 90; 157 90 91

104. 158 91 92; 159 92 93; 160 93 94; 161 95 96; 162 96 97; 163 93 98; 164 94 99

105. 165 95 100; 166 97 102; 167 99 100; 168 100 101; 169 101 102; 170 102 103

106. 171 103 104; 172 87 106; 173 106 105; 174 98 107; 175 107 108; 176 84 111

107. 177 85 112; 178 86 114; 179 88 116; 180 89 117; 181 90 125; 182 91 139

108. 183 92 153; 184 93 167; 185 94 168; 186 95 169; 187 96 171; 188 97 172

109. 189 99 182; 190 100 183; 191 101 184; 192 102 185; 193 103 186; 194 104 187

110. 195 105 110; 196 106 115; 197 107 181; 198 109 110; 199 114 109; 200 111 112

111. 201 112 113; 202 113 114; 203 114 115; 204 115 116; 205 116 117; 206 111 118

112. 207 112 119; 208 113 120; 209 114 121; 210 115 122; 211 116 123; 212 117 124

Page 6: input file for staad

113. 213 118 119; 214 119 120; 215 120 121; 216 121 122; 217 122 123; 218 123 124

114. 219 118 125; 220 119 126; 221 120 127; 222 121 128; 223 122 129; 224 123 130

115. 225 124 131; 226 125 126; 227 126 127; 228 127 128; 229 128 129; 230 129 130

116. 231 130 131; 232 125 132; 233 126 133; 234 127 134; 235 128 135; 236 129 136

117. 237 130 137; 238 131 138; 239 132 133; 240 133 134; 241 134 135; 242 135 136

118. 243 136 137; 244 137 138; 245 132 139; 246 133 140; 247 134 141; 248 135 142

119. 249 136 143; 250 137 144; 251 138 145; 252 139 140; 253 140 141; 254 141 142

120. 255 142 143; 256 143 144; 257 144 145; 258 139 146; 259 140 147; 260 148 141

121. 261 142 149; 262 143 150; 263 144 151; 264 145 152; 265 146 147; 266 147 148

122. 267 148 149; 268 149 150; 269 150 151; 270 151 152; 271 146 153; 272 147 154

123. 273 155 148; 274 149 156; 275 150 157; 276 151 158; 277 152 159; 278 153 154

124. 279 154 155; 280 155 156; 281 156 157; 282 157 158; 283 158 159; 284 153 160

125. 285 154 161; 286 155 162; 287 156 163; 288 157 164; 289 158 165; 290 159 166

126. 291 160 161; 292 161 162; 293 162 163; 294 163 164; 295 164 165; 296 165 166

127. 297 160 167; 298 161 168; 299 162 170; 300 163 171; 301 164 172; 302 165 173

128. 303 166 174; 304 167 168; 305 168 169; 306 169 170; 307 170 171; 308 171 172

129. 309 172 173; 310 173 174; 311 168 175; 312 169 176; 313 171 177; 314 172 178

130. 315 173 179; 316 174 180; 317 175 176; 318 176 177; 319 177 178; 320 178 179

131. 321 179 180; 322 167 181; 323 175 182; 324 176 183; 325 177 184; 326 178 185

132. 327 179 186; 328 180 187; 329 182 183; 330 183 184; 331 184 185; 332 185 186

133. 333 186 187; 334 111 188; 335 112 189; 336 114 191; 337 115 192; 338 116 193

134. 339 117 194; 340 125 196; 341 139 198; 342 153 200; 343 167 202; 344 181 203

135. 345 182 204; 346 183 205; 347 184 206; 348 185 207; 349 186 208; 350 187 209

136. 351 188 189; 352 189 190; 353 190 191; 354 191 192; 355 192 193; 356 193 194

137. 357 188 195; 358 195 196; 359 196 197; 360 197 198; 361 198 199; 362 199 200

138. 363 200 201; 364 201 202; 365 202 203; 366 204 205; 367 205 206; 368 206 207

139. 369 207 208; 370 208 209; 371 109 295; 372 110 294; 373 126 227; 374 128 229

Page 7: input file for staad

140. 375 129 230; 376 130 231; 377 131 232; 378 140 241; 379 142 243; 380 143 244

141. 381 144 245; 382 145 246; 383 154 255; 384 156 257; 385 157 258; 386 158 259

142. 387 159 260; 388 168 269; 389 169 270; 390 171 272; 391 172 273; 392 173 274

143. 393 174 275; 394 188 212; 395 189 213; 396 191 215; 397 192 216; 398 193 217

144. 399 194 218; 400 196 226; 401 198 240; 402 200 254; 403 202 268; 404 203 282

145. 405 204 283; 406 205 284; 407 206 285; 408 207 286; 409 208 287; 410 209 288

146. 411 295 294; 412 191 295; 413 192 294; 414 212 213; 415 213 214; 416 214 215

147. 417 215 216; 418 216 217; 419 217 218; 420 212 219; 421 213 220; 422 214 221

148. 423 215 222; 424 216 223; 425 217 224; 426 218 225; 427 219 220; 428 220 221

149. 429 221 222; 430 222 223; 431 223 224; 432 224 225; 433 219 226; 434 220 227

150. 435 221 228; 436 222 229; 437 223 230; 438 224 231; 439 225 232; 440 226 227

STAAD SPACE -- PAGE NO. 4

151. 441 227 228; 442 228 229; 443 229 230; 444 230 231; 445 231 232; 446 226 233

152. 447 227 234; 448 228 235; 449 229 236; 450 230 237; 451 231 238; 452 232 239

153. 453 233 234; 454 234 235; 455 235 236; 456 236 237; 457 237 238; 458 238 239

154. 459 233 240; 460 234 241; 461 235 242; 462 236 243; 463 237 244; 464 238 245

155. 465 239 246; 466 240 241; 467 241 242; 468 242 243; 469 243 244; 470 244 245

156. 471 245 246; 472 240 247; 473 241 248; 474 242 249; 475 243 250; 476 244 251

157. 477 245 252; 478 246 253; 479 247 248; 480 248 249; 481 249 250; 482 250 251

158. 483 251 252; 484 252 253; 485 247 254; 486 248 255; 487 256 249; 488 250 257

159. 489 251 258; 490 252 259; 491 253 260; 492 254 255; 493 255 256; 494 256 257

160. 495 257 258; 496 258 259; 497 259 260; 498 254 261; 499 255 262; 500 256 263

161. 501 257 264; 502 258 265; 503 259 266; 504 260 267; 505 261 262; 506 262 263

162. 507 263 264; 508 264 265; 509 265 266; 510 266 267; 511 261 268; 512 262 269

163. 513 263 271; 514 264 272; 515 265 273; 516 266 274; 517 267 275; 518 268 269

164. 519 269 270; 520 270 271; 521 271 272; 522 272 273; 523 273 274; 524 274 275

Page 8: input file for staad

165. 525 268 276; 526 269 277; 527 272 278; 528 273 279; 529 274 280; 530 275 281

166. 531 276 277; 532 278 279; 533 279 280; 534 280 281; 535 270 284; 536 276 282

167. 537 277 283; 538 278 285; 539 279 286; 540 280 287; 541 281 288; 542 282 283

168. 543 283 284; 544 284 285; 545 285 286; 546 286 287; 547 287 288; 548 182 181

169. 549 289 290; 550 289 291; 551 182 289; 552 181 291; 553 182 289; 554 183 290

170. 555 296 297; 556 297 298; 557 35 297; 558 36 298; 559 34 296

171. DEFINE PMEMBER

172. 44 PMEMBER 1

173. START GROUP DEFINITION

174. GEOMETRY

175. _PORCH 329 548 TO 554

176. FLOOR

177. _PORCH1 329 548 TO 554

178. END GROUP DEFINITION

179. DEFINE MATERIAL START

180. ISOTROPIC CONCRETE

181. E 2.5E+007

182. POISSON 0.17

183. DENSITY 25

184. ALPHA 1E-005

185. DAMP 0.05

186. END DEFINE MATERIAL

187. MEMBER PROPERTY INDIAN

188. 111 112 119 121 122 136 137 141 142 146 147 149 172 178 185 187 188 196 336 -

189. 337 375 376 380 381 385 386 388 390 TO 392 396 397 PRIS YD 0.45 ZD 0.45

190. 43 50 TO 59 61 TO 70 72 TO 81 83 TO 90 92 93 95 TO 100 164 TO 166 549 550 -

191. 555 TO 558 PRIS YD 0.5 ZD 0.3

Page 9: input file for staad

192. 41 42 91 115 TO 117 128 181 TO 183 195 213 TO 218 291 TO 296 312 324 -

193. 340 TO 342 372 400 TO 402 414 TO 419 425 438 440 TO 445 451 464 477 490 503 -

194. 516 518 TO 524 529 540 542 TO 547 554 PRIS YD 0.6 ZD 0.3

195. 71 129 132 158 173 175 420 421 423 424 426 433 434 436 437 439 446 447 449 -

196. 450 452 459 460 462 463 465 TO 473 475 476 478 485 486 488 489 491 TO 499 -

197. 501 502 504 511 512 514 515 517 525 TO 528 530 536 TO 539 -

198. 541 PRIS YD 0.75 ZD 0.3

199. 198 422 427 TO 432 435 448 453 TO 458 461 474 479 TO 484 487 500 505 TO 510 -

200. 513 531 TO 535 PRIS YD 0.5 ZD 0.3

201. MEMBER PROPERTY INDIAN

202. 110 134 135 139 140 144 145 177 335 373 374 378 379 383 384 -

203. 395 PRIS YD 0.6 ZD 0.45

204. MEMBER PROPERTY INDIAN

205. 44 TO 49 60 82 94 101 TO 106 151 TO 157 159 TO 163 167 TO 171 317 TO 321 351 -

206. 352 TO 370 411 TO 413 559 PRIS YD 0.6 ZD 0.3

STAAD SPACE -- PAGE NO. 5

207. MEMBER PROPERTY INDIAN

208. 200 TO 206 208 210 TO 212 219 221 223 TO 232 234 236 TO 245 247 249 TO 251 -

209. 256 257 260 264 TO 270 273 277 282 TO 284 286 288 TO 290 297 299 301 TO 311 -

210. 313 TO 316 322 323 325 TO 333 548 551 TO 553 PRIS YD 0.75 ZD 0.35

211. MEMBER PROPERTY INDIAN

212. 199 209 222 233 235 246 248 252 TO 255 258 259 261 TO 263 271 272 274 TO 276 -

213. 278 TO 281 285 287 298 300 PRIS YD 0.9 ZD 0.45

214. MEMBER PROPERTY INDIAN

215. 107 TO 109 113 114 118 120 123 TO 127 130 131 133 138 143 148 150 174 176 -

216. 179 180 184 186 189 TO 194 197 334 338 339 343 TO 350 371 377 382 387 389 -

Page 10: input file for staad

217. 393 394 398 399 403 TO 410 PRIS YD 0.45 ZD 0.35

218. MEMBER PROPERTY INDIAN

219. 207 220 PRIS YD 0.75 ZD 0.45

220. CONSTANTS

221. BETA 90 MEMB 108 115 TO 117 120 123 TO 127 131 135 138 TO 140 143 TO 145 148 -

222. 150 181 TO 183 186 189 TO 194 340 TO 342 345 TO 350 374 377 TO 379 -

223. 382 TO 384 387 389 393 400 TO 402 405 TO 410

224. MATERIAL CONCRETE ALL

225. SUPPORTS

226. 1 TO 40 296 TO 298 PINNED

227. MEMBER RELEASE

228. 208 213 239 265 291 317 422 427 453 479 505 531 532 START MX MY MZ

229. 218 244 270 296 299 321 432 458 484 510 513 531 534 END MX MY MZ

230. SLAVE ZX MASTER 149 JOINT 109 TO 148 150 TO 187 289 TO 291

**WARNING- MEMBERS 553 & 551 ARE BETWEEN THE SAME JOINTS.

231. SLAVE ZX MASTER 250 JOINT 212 TO 288

232. DEFINE 1893 LOAD

233. ZONE 0.16 RF 5 I 1 SS 2 ST 1 DM 0.05 DT 1.5

234. SELFWEIGHT 1

235. MEMBER WEIGHT

236. 41 43 TO 49 60 71 82 88 90 91 94 TO 96 98 101 103 TO 106 151 TO 166 -

237. 168 TO 171 200 TO 206 219 232 245 258 271 284 297 317 TO 322 329 TO 333 351 -

238. 352 TO 370 549 555 UNI 11

239. 411 TO 416 418 TO 420 433 446 459 472 485 498 511 525 536 542 TO 547 UNI 6

240. 173 UNI 45

241. 129 132 173 175 UNI 63

242. 42 199 UNI 40

Page 11: input file for staad

243. FLOOR WEIGHT

**NOTE** about Floor/OneWay Loads/Weights.

Please note that depending on the shape of the floor you may

have to break up the FLOOR/ONEWAY LOAD into multiple commands.

For details please refer to Technical Reference Manual

Section 5.32.4.2 Note d and/or "5.32.4.3 Note f.

244. YRANGE 5.65 5.7 FLOAD 7

245. YRANGE 10.8 10.9 FLOAD 6.25

246. YRANGE 5.65 5.7 FLOAD 5

247. YRANGE 10.8 10.9 FLOAD 0.75

248. YRANGE 8.1 8.2 FLOAD 7

249. LOAD 1 LOADTYPE SEISMIC TITLE EQX

250. 1893 LOAD X

251. LOAD 2 LOADTYPE SEISMIC TITLE EQZ

252. 1893 LOAD Z

STAAD SPACE -- PAGE NO. 6

253. LOAD 3 LOADTYPE DEAD TITLE DEAD LOAD

254. SELFWEIGHT Y -1

255. MEMBER LOAD

256. 41 43 TO 49 60 71 82 88 90 91 94 TO 96 98 101 103 TO 106 151 TO 171 -

257. 200 TO 206 219 232 245 258 271 284 297 322 329 TO 333 351 TO 370 -

258. 549 UNI GY -11

259. 411 TO 416 418 TO 420 433 446 459 472 485 498 511 525 536 542 TO 547 -

260. 555 TO 559 UNI GY -6

261. 173 UNI GY -45

Page 12: input file for staad

262. 129 132 173 175 UNI GY -63

263. 42 199 UNI GY -40

264. FLOOR LOAD

265. YRANGE 5.65 5.7 FLOAD -7 GY

266. YRANGE 10.8 10.9 FLOAD -6.25 GY

267. YRANGE 8.1 8.2 FLOAD -6.25 GY

268. LOAD 4 LOADTYPE LIVE REDUCIBLE TITLE LIVE LOAD

269. FLOOR LOAD

270. YRANGE 5.65 5.7 FLOAD -10 GY

271. YRANGE 10.8 10.9 FLOAD -1.5 GY

272. _PORCH1 FLOAD 9.25 GY

273. YRANGE 8.1 8.2 FLOAD -0.75 GY

274. * LOAD COMBINATION FOR CONCRETE DESIGN

275. LOAD COMB 5 1.5(DL + LL)

276. 3 1.5 4 1.5

277. LOAD COMB 6 1.5(DL + EQX)

278. 3 1.5 1 1.5

279. LOAD COMB 7 1.5(DL - EQX)

280. 3 1.5 1 -1.5

281. LOAD COMB 8 1.5(DL + EQZ)

282. 3 1.5 2 1.5

283. LOAD COMB 9 1.5(DL - EQZ)

284. 3 1.5 2 -1.5

285. LOAD COMB 10 1.2(DL + LL + EQX)

286. 3 1.2 4 1.2 1 1.2

287. LOAD COMB 11 1.2(DL + LL - EQX)

288. 3 1.2 4 1.2 1 -1.2

Page 13: input file for staad

289. LOAD COMB 12 1.2(DL + LL + EQZ)

290. 3 1.2 4 1.2 2 1.2

291. LOAD COMB 13 1.2(DL + LL - EQZ)

292. 3 1.2 4 1.2 2 -1.2

293. LOAD COMB 14 0.9DL + 1.5 EQX

294. 3 0.9 1 1.5

295. LOAD COMB 15 0.9DL - 1.5 EQX

296. 3 0.9 1 -1.5

297. LOAD COMB 16 0.9DL + 1.5 EQZ

298. 3 0.9 2 1.5

299. LOAD COMB 17 0.9DL - 1.5 EQZ

STAAD SPACE -- PAGE NO. 7

300. 3 0.9 2 -1.5

301. * LOAD COMBINATION FOR FOUNDATION DESIGN

302. LOAD COMB 18 1.0(DL + LL)

303. 3 1.0 4 1.0

304. LOAD COMB 19 1.0(DL + EQX)

305. 3 1.0 1 1.0

306. LOAD COMB 20 1.0(DL - EQX)

307. 3 1.0 1 -1.0

308. LOAD COMB 21 1.0(DL + EQZ)

309. 3 1.0 2 1.0

310. LOAD COMB 22 1.0(DL - EQZ)

311. 3 1.0 2 -1.0

312. LOAD COMB 23 1.0(DL + LL + EQX)

313. 3 1.0 4 1.0 1 1.0

Page 14: input file for staad

314. LOAD COMB 24 1.0(DL + LL - EQX)

315. 3 1.0 4 1.0 1 -1.0

316. LOAD COMB 25 1.0(DL + LL + EQZ)

317. 3 1.0 4 1.0 2 1.0

318. LOAD COMB 26 1.0(DL + LL - EQZ)

319. 3 1.0 4 1.0 2 -1.0

320. PERFORM ANALYSIS

P R O B L E M S T A T I S T I C S

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

NUMBER OF JOINTS 254 NUMBER OF MEMBERS 519

NUMBER OF PLATES 0 NUMBER OF SOLIDS 0

NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 43

SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER

ORIGINAL/FINAL BAND-WIDTH= 218/ 27/ 551 DOF

TOTAL PRIMARY LOAD CASES = 4, TOTAL DEGREES OF FREEDOM = 924

TOTAL LOAD COMBINATION CASES = 22 SO FAR.

SIZE OF STIFFNESS MATRIX = 510 DOUBLE KILO-WORDS

REQRD/AVAIL. DISK SPACE = 18.3/ 248724.3 MB

Page 15: input file for staad

**WARNING: IF THIS UBC/IBC ANALYSIS HAS TENSION/COMPRESSION

OR REPEAT LOAD OR RE-ANALYSIS OR SELECT OPTIMIZE, THEN EACH

UBC/IBC CASE SHOULD BE FOLLOWED BY PERFORM ANALYSIS & CHANGE.

STAAD SPACE -- PAGE NO. 8

*********************************************************

* *

* TIME PERIOD FOR X 1893 LOADING = 0.43121 SEC *

* SA/G PER 1893= 2.500, LOAD FACTOR= 1.000 *

* FACTOR V PER 1893 AT GL= 0.0400 X 42660.22 *

* FACTOR V PER 1893 AT 30 M= 0.0200 X 42660.22 *

* FACTOR V PER 1893= 0.0390 X 42660.22 *

* *

*********************************************************

*********************************************************

* *

* TIME PERIOD FOR Z 1893 LOADING = 0.43121 SEC *

* SA/G PER 1893= 2.500, LOAD FACTOR= 1.000 *

* FACTOR V PER 1893 AT GL= 0.0400 X 42660.22 *

* FACTOR V PER 1893 AT 30 M= 0.0200 X 42660.22 *

Page 16: input file for staad

* FACTOR V PER 1893= 0.0390 X 42660.22 *

* *

*********************************************************

321. LOAD LIST 5 TO 17

322. START CONCRETE DESIGN

323. CODE IS13920

324. CLEAR 0.045 ALL

325. FC 25000 ALL

326. FYMAIN 500000 ALL

327. FYSEC 415000 ALL

328. RFACE 4 MEMB 107 TO 128 130 131 133 TO 150 172 174 176 TO 197 334 TO 350 371 -

329. 372 TO 410

330. DESIGN BEAM 41 TO 106 129 132 151 TO 171 173 175 198 TO 333 351 TO 370 411 -

331. 412 TO 559

STAAD SPACE -- PAGE NO. 9

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 41.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 41 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

Page 17: input file for staad

LENGTH: 6250.0 mm SIZE: 300.0 mm X 600.0 mm COVER: 45.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 1562.5 mm 3125.0 mm 4687.5 mm 6250.0 mm

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

TOP 585.50 396.00 192.30 396.00 769.18

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 395.28 395.28 395.28 415.37 395.28

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 1562.5 mm 3125.0 mm 4687.5 mm 6250.0 mm

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

TOP 8-10í 6-10í 6-10í 6-10í 10-10í

REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 4-12í 4-12í 4-12í 4-12í 4-12í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

Page 18: input file for staad

REINF. @ 100 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 100 mm c/c

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

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 42.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 42 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 3250.0 mm SIZE: 300.0 mm X 600.0 mm COVER: 45.0 mm

STAAD SPACE -- PAGE NO. 10

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 812.5 mm 1625.0 mm 2437.5 mm 3250.0 mm

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

TOP 768.55 396.00 192.14 396.00 521.40

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 396.00 461.62 396.00 414.68 396.00

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

Page 19: input file for staad

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 812.5 mm 1625.0 mm 2437.5 mm 3250.0 mm

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

TOP 10-10í 6-10í 6-10í 6-10í 7-10í

REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 6-10í 6-10í 6-10í 6-10í 6-10í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 100 mm c/c @ 180 mm c/c @ 100 mm c/c @ 100 mm c/c

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

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 43.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 43 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 3250.0 mm SIZE: 300.0 mm X 500.0 mm COVER: 45.0 mm

Page 20: input file for staad

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 812.5 mm 1625.0 mm 2437.5 mm 3250.0 mm

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

TOP 776.08 324.00 194.02 324.00 728.73

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 544.53 326.45 323.28 323.28 469.21

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

STAAD SPACE -- PAGE NO. 11

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 812.5 mm 1625.0 mm 2437.5 mm 3250.0 mm

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

TOP 10-10í 5-10í 5-10í 5-10í 10-10í

REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 7-10í 5-10í 5-10í 5-10í 6-10í

REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 100 mm c/c @ 150 mm c/c @ 100 mm c/c @ 100 mm c/c

Page 21: input file for staad

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

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 44.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 44 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 6030.0 mm SIZE: 300.0 mm X 600.0 mm COVER: 45.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 1507.5 mm 3015.0 mm 4522.5 mm 6030.0 mm

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

TOP 741.32 393.84 290.59 393.84 1162.36

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 423.44 393.84 393.84 393.84 581.18

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

SUMMARY OF PROVIDED REINF. AREA

Page 22: input file for staad

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

SECTION 0.0 mm 1507.5 mm 3015.0 mm 4522.5 mm 6030.0 mm

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

TOP 4-16í 3-16í 3-16í 3-16í 6-16í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 3-16í 3-16í 3-16í 3-16í 3-16í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 120 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 120 mm c/c

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

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 45.

DEFAULT VALUE WILL BE USED.

STAAD SPACE -- PAGE NO. 12

============================================================================

B E A M N O. 45 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 8988.0 mm SIZE: 300.0 mm X 600.0 mm COVER: 45.0 mm

Page 23: input file for staad

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 2247.0 mm 4494.0 mm 6741.0 mm 8988.0 mm

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

TOP 1207.23 393.84 301.81 393.84 1090.50

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 603.61 393.84 393.84 393.84 545.25

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 2247.0 mm 4494.0 mm 6741.0 mm 8988.0 mm

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

TOP 11-12í 4-12í 4-12í 4-12í 10-12í

REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 3-20í 3-20í 3-20í 3-20í 3-20í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 100 mm c/c

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

Page 24: input file for staad

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 46.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 46 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 6250.0 mm SIZE: 300.0 mm X 600.0 mm COVER: 45.0 mm

STAAD SPACE -- PAGE NO. 13

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 1562.5 mm 3125.0 mm 4687.5 mm 6250.0 mm

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

TOP 900.68 395.28 225.17 395.28 640.35

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 450.34 395.28 395.28 395.28 395.28

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

SUMMARY OF PROVIDED REINF. AREA

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

Page 25: input file for staad

SECTION 0.0 mm 1562.5 mm 3125.0 mm 4687.5 mm 6250.0 mm

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

TOP 8-12í 4-12í 4-12í 4-12í 6-12í

REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 4-12í 4-12í 4-12í 4-12í 4-12í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 100 mm c/c

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

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 47.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 47 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 4303.0 mm SIZE: 300.0 mm X 600.0 mm COVER: 45.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 1075.8 mm 2151.5 mm 3227.3 mm 4303.0 mm

Page 26: input file for staad

BOTTOM 323.28 323.28 323.28 323.28 323.28

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

STAAD SPACE -- PAGE NO. 44

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 1820.0 mm 3640.0 mm 5460.0 mm 7280.0 mm

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

TOP 6-10í 5-10í 5-10í 5-10í 6-10í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-12í 3-12í 3-12í 3-12í 3-12í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 150 mm c/c @ 150 mm c/c @ 150 mm c/c @ 100 mm c/c

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

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 88.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 88 D E S I G N R E S U L T S

Page 27: input file for staad

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 6030.0 mm SIZE: 300.0 mm X 500.0 mm COVER: 45.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 1507.5 mm 3015.0 mm 4522.5 mm 6030.0 mm

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

TOP 742.48 324.00 191.85 324.00 767.41

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 371.24 324.00 324.00 324.00 383.70

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 1507.5 mm 3015.0 mm 4522.5 mm 6030.0 mm

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

TOP 10-10í 5-10í 5-10í 5-10í 10-10í

REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 5-10í 5-10í 5-10í 5-10í 5-10í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

Page 28: input file for staad

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 150 mm c/c @ 150 mm c/c @ 150 mm c/c @ 100 mm c/c

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

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 89.

DEFAULT VALUE WILL BE USED.

STAAD SPACE -- PAGE NO. 45

============================================================================

B E A M N O. 89 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 3450.0 mm SIZE: 300.0 mm X 500.0 mm COVER: 45.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 862.5 mm 1725.0 mm 2587.5 mm 3450.0 mm

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

TOP 544.54 324.00 324.00 324.00 431.88

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 356.31 324.00 324.00 324.00 324.00

Page 29: input file for staad

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 862.5 mm 1725.0 mm 2587.5 mm 3450.0 mm

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

TOP 7-10í 5-10í 5-10í 5-10í 6-10í

REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 5-10í 5-10í 5-10í 5-10í 5-10í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 100 mm c/c @ 150 mm c/c @ 100 mm c/c @ 100 mm c/c

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

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 90.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 90 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

Page 30: input file for staad

LENGTH: 5538.0 mm SIZE: 300.0 mm X 500.0 mm COVER: 45.0 mm

STAAD SPACE -- PAGE NO. 46

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 1384.5 mm 2769.0 mm 4153.5 mm 5538.0 mm

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

TOP 463.08 324.00 187.55 324.00 750.21

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 324.00 324.00 324.00 324.00 375.10

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 1384.5 mm 2769.0 mm 4153.5 mm 5538.0 mm

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

TOP 6-10í 5-10í 5-10í 5-10í 10-10í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 5-10í 5-10í 5-10í 5-10í 5-10í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

Page 31: input file for staad

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 150 mm c/c @ 150 mm c/c @ 150 mm c/c @ 100 mm c/c

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

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 91.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 91 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 6250.0 mm SIZE: 300.0 mm X 600.0 mm COVER: 45.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 1562.5 mm 3125.0 mm 4687.5 mm 6250.0 mm

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

TOP 829.44 396.00 207.36 396.00 688.68

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 414.72 395.28 395.28 395.28 395.28

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

Page 32: input file for staad

STAAD SPACE -- PAGE NO. 47

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 1562.5 mm 3125.0 mm 4687.5 mm 6250.0 mm

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

TOP 11-10í 6-10í 6-10í 6-10í 9-10í

REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 4-12í 4-12í 4-12í 4-12í 4-12í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 100 mm c/c

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

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 92.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 92 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 4303.0 mm SIZE: 300.0 mm X 500.0 mm COVER: 45.0 mm

Page 33: input file for staad

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 1075.8 mm 2151.5 mm 3227.3 mm 4303.0 mm

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

TOP 475.33 324.00 324.00 324.00 365.68

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 323.28 323.28 323.28 323.28 323.28

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 1075.8 mm 2151.5 mm 3227.3 mm 4303.0 mm

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

TOP 7-10í 5-10í 5-10í 5-10í 5-10í

REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-12í 3-12í 3-12í 3-12í 3-12í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 150 mm c/c @ 150 mm c/c @ 150 mm c/c @ 100 mm c/c

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

Page 34: input file for staad

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 93.

DEFAULT VALUE WILL BE USED.

STAAD SPACE -- PAGE NO. 48

============================================================================

B E A M N O. 93 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 5042.0 mm SIZE: 300.0 mm X 500.0 mm COVER: 45.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 1260.5 mm 2521.0 mm 3781.5 mm 5042.0 mm

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

TOP 323.28 323.28 80.82 323.28 323.28

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 323.28 323.28 323.28 323.28 323.28

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

Page 35: input file for staad

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 1260.5 mm 2521.0 mm 3781.5 mm 5042.0 mm

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

TOP 3-12í 3-12í 3-12í 3-12í 3-12í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-12í 3-12í 3-12í 3-12í 3-12í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 150 mm c/c @ 150 mm c/c @ 150 mm c/c @ 100 mm c/c

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

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 94.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 94 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 7280.0 mm SIZE: 300.0 mm X 600.0 mm COVER: 45.0 mm

STAAD SPACE -- PAGE NO. 49

Page 36: input file for staad

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 1820.0 mm 3640.0 mm 5460.0 mm 7280.0 mm

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

TOP 719.86 396.00 179.96 396.00 603.95

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 359.93 393.84 393.84 393.84 301.97

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 1820.0 mm 3640.0 mm 5460.0 mm 7280.0 mm

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

TOP 10-10í 6-10í 6-10í 6-10í 8-10í

REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 3-16í 3-16í 3-16í 3-16í 3-16í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 100 mm c/c

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

Page 37: input file for staad

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 95.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 95 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 7280.0 mm SIZE: 300.0 mm X 500.0 mm COVER: 45.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 1820.0 mm 3640.0 mm 5460.0 mm 7280.0 mm

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

TOP 878.50 323.28 219.62 323.28 840.64

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 439.25 323.28 323.28 323.28 420.32

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

STAAD SPACE -- PAGE NO. 50

SUMMARY OF PROVIDED REINF. AREA

Page 38: input file for staad

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

SECTION 0.0 mm 1820.0 mm 3640.0 mm 5460.0 mm 7280.0 mm

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

TOP 8-12í 3-12í 3-12í 3-12í 8-12í

REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 4-12í 3-12í 3-12í 3-12í 4-12í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 150 mm c/c @ 150 mm c/c @ 150 mm c/c @ 100 mm c/c

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

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 96.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 96 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 7280.0 mm SIZE: 300.0 mm X 500.0 mm COVER: 45.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

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

Page 39: input file for staad

SECTION 0.0 mm 1820.0 mm 3640.0 mm 5460.0 mm 7280.0 mm

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

TOP 863.32 323.28 227.97 323.28 911.89

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 431.66 346.58 358.43 323.28 455.95

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 1820.0 mm 3640.0 mm 5460.0 mm 7280.0 mm

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

TOP 3-20í 3-20í 3-20í 3-20í 3-20í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 6-10í 5-10í 5-10í 5-10í 6-10í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 150 mm c/c @ 150 mm c/c @ 150 mm c/c @ 100 mm c/c

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

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 97.

DEFAULT VALUE WILL BE USED.

Page 40: input file for staad

STAAD SPACE -- PAGE NO. 51

============================================================================

B E A M N O. 97 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 7280.0 mm SIZE: 300.0 mm X 500.0 mm COVER: 45.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 1820.0 mm 3640.0 mm 5460.0 mm 7280.0 mm

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

TOP 470.58 324.00 126.56 324.00 506.24

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 323.28 323.28 323.28 323.28 323.28

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 1820.0 mm 3640.0 mm 5460.0 mm 7280.0 mm

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

Page 41: input file for staad

TOP 6-10í 5-10í 5-10í 5-10í 7-10í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 3-12í 3-12í 3-12í 3-12í 3-12í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 150 mm c/c @ 150 mm c/c @ 150 mm c/c @ 100 mm c/c

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

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 98.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 98 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 7280.0 mm SIZE: 300.0 mm X 500.0 mm COVER: 45.0 mm

STAAD SPACE -- PAGE NO. 52

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 1820.0 mm 3640.0 mm 5460.0 mm 7280.0 mm

Page 42: input file for staad

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

TOP 1029.59 324.00 257.40 324.00 995.33

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 514.79 324.00 341.73 368.93 497.66

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 1820.0 mm 3640.0 mm 5460.0 mm 7280.0 mm

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

TOP 10-12í 3-12í 3-12í 3-12í 9-12í

REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 7-10í 5-10í 5-10í 5-10í 7-10í

REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 150 mm c/c @ 150 mm c/c @ 150 mm c/c @ 100 mm c/c

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

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 99.

DEFAULT VALUE WILL BE USED.

Page 43: input file for staad

============================================================================

B E A M N O. 99 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 7280.0 mm SIZE: 300.0 mm X 500.0 mm COVER: 45.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 1820.0 mm 3640.0 mm 5460.0 mm 7280.0 mm

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

TOP 505.54 324.00 131.20 324.00 524.81

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 323.28 323.28 323.28 323.28 323.28

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

STAAD SPACE -- PAGE NO. 53

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 1820.0 mm 3640.0 mm 5460.0 mm 7280.0 mm

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

TOP 7-10í 5-10í 5-10í 5-10í 7-10í

Page 44: input file for staad

REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 3-12í 3-12í 3-12í 3-12í 3-12í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 150 mm c/c @ 150 mm c/c @ 150 mm c/c @ 100 mm c/c

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

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 100.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 100 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 7280.0 mm SIZE: 300.0 mm X 500.0 mm COVER: 45.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 1820.0 mm 3640.0 mm 5460.0 mm 7280.0 mm

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

TOP 482.09 324.00 129.23 324.00 516.92

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

Page 45: input file for staad

BOTTOM 323.28 323.28 323.28 323.28 323.28

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 1820.0 mm 3640.0 mm 5460.0 mm 7280.0 mm

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

TOP 7-10í 5-10í 5-10í 5-10í 7-10í

REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 3-12í 3-12í 3-12í 3-12í 3-12í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 150 mm c/c @ 150 mm c/c @ 150 mm c/c @ 100 mm c/c

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

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 101.

DEFAULT VALUE WILL BE USED.

STAAD SPACE -- PAGE NO. 54

============================================================================

Page 46: input file for staad

B E A M N O. 101 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 6030.0 mm SIZE: 300.0 mm X 600.0 mm COVER: 45.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 1507.5 mm 3015.0 mm 4522.5 mm 6030.0 mm

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

TOP 586.73 393.84 155.79 393.84 623.17

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 393.84 393.84 393.84 393.84 393.84

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 1507.5 mm 3015.0 mm 4522.5 mm 6030.0 mm

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

TOP 3-20í 3-20í 3-20í 3-20í 3-20í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-16í 3-16í 3-16í 3-16í 3-16í

Page 47: input file for staad

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 120 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 120 mm c/c

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

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 102.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 102 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 3450.0 mm SIZE: 300.0 mm X 600.0 mm COVER: 45.0 mm

STAAD SPACE -- PAGE NO. 55

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 862.5 mm 1725.0 mm 2587.5 mm 3450.0 mm

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

TOP 520.35 396.00 396.00 396.00 397.82

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

Page 48: input file for staad

BOTTOM 393.84 393.84 393.84 393.84 393.84

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 862.5 mm 1725.0 mm 2587.5 mm 3450.0 mm

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

TOP 7-10í 6-10í 6-10í 6-10í 6-10í

REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-16í 3-16í 3-16í 3-16í 3-16í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 100 mm c/c @ 180 mm c/c @ 100 mm c/c @ 100 mm c/c

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

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 103.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 103 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

Page 49: input file for staad

LENGTH: 5538.0 mm SIZE: 300.0 mm X 600.0 mm COVER: 45.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 1384.5 mm 2769.0 mm 4153.5 mm 5538.0 mm

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

TOP 395.28 395.28 136.88 395.28 547.52

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 393.84 393.84 393.84 393.84 393.84

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

STAAD SPACE -- PAGE NO. 56

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 1384.5 mm 2769.0 mm 4153.5 mm 5538.0 mm

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

TOP 6-10í 6-10í 6-10í 6-10í 7-10í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 3-16í 3-16í 3-16í 3-16í 3-16í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

Page 50: input file for staad

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 100 mm c/c

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

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 104.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 104 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 6250.0 mm SIZE: 300.0 mm X 600.0 mm COVER: 45.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 1562.5 mm 3125.0 mm 4687.5 mm 6250.0 mm

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

TOP 626.70 395.28 156.67 395.28 498.34

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 313.35 393.84 393.84 393.84 393.84

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

Page 51: input file for staad

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 1562.5 mm 3125.0 mm 4687.5 mm 6250.0 mm

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

TOP 3-20í 3-20í 3-20í 3-20í 3-20í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-16í 3-16í 3-16í 3-16í 3-16í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 120 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 120 mm c/c

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

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 105.

DEFAULT VALUE WILL BE USED.

STAAD SPACE -- PAGE NO. 57

============================================================================

B E A M N O. 105 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

Page 52: input file for staad

LENGTH: 4303.0 mm SIZE: 300.0 mm X 600.0 mm COVER: 45.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 1075.8 mm 2151.5 mm 3227.3 mm 4303.0 mm

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

TOP 533.13 396.00 396.00 396.00 436.38

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 393.84 393.84 393.84 393.84 393.84

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 1075.8 mm 2151.5 mm 3227.3 mm 4303.0 mm

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

TOP 7-10í 6-10í 6-10í 6-10í 6-10í

REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-16í 3-16í 3-16í 3-16í 3-16í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 100 mm c/c @ 180 mm c/c @ 100 mm c/c @ 100 mm c/c

Page 53: input file for staad

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

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 106.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 106 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 5042.0 mm SIZE: 300.0 mm X 600.0 mm COVER: 45.0 mm

STAAD SPACE -- PAGE NO. 58

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 1260.5 mm 2521.0 mm 3781.5 mm 5042.0 mm

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

TOP 509.53 396.00 127.38 396.00 419.94

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 393.84 393.84 393.84 393.84 393.84

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

Page 54: input file for staad

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 1260.5 mm 2521.0 mm 3781.5 mm 5042.0 mm

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

TOP 7-10í 6-10í 6-10í 6-10í 6-10í

REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-16í 3-16í 3-16í 3-16í 3-16í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 100 mm c/c

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

*** WARNING: DEPTH OF BEAM # 129 SHALL PREFERABLY BE LESS THAN THE 1/4TH

OF CLEAR SPAN AS PER CL 6.1.4 ASSUMING IT TO BE SPANNING

BETWEEN SUPPORTS. IF NOT, USE COMBINE PARAMETER.

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 129.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 129 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

Page 55: input file for staad

LENGTH: 2000.0 mm SIZE: 300.0 mm X 750.0 mm COVER: 45.0 mm

STAAD SPACE -- PAGE NO. 59

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm

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

TOP 433.83 433.83 501.84 837.41 1735.31

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 780.03 696.68 501.43 501.43 867.65

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm

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

TOP 3-16í 3-16í 3-16í 5-16í 9-16í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 7-12í 7-12í 5-12í 5-12í 8-12í

REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

Page 56: input file for staad

SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í

REINF. @ 100 mm c/c @ 100 mm c/c @ 100 mm c/c @ 100 mm c/c @ 100 mm c/c

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

SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 1540.6 mm AWAY FROM END SUPPORT

VY = -252.75 MX = -1.36 LD= 6

Provide 2 Legged 8í @ 100 mm c/c

*** WARNING: DEPTH OF BEAM # 132 SHALL PREFERABLY BE LESS THAN THE 1/4TH

OF CLEAR SPAN AS PER CL 6.1.4 ASSUMING IT TO BE SPANNING

BETWEEN SUPPORTS. IF NOT, USE COMBINE PARAMETER.

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 132.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 132 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 2358.2 mm SIZE: 300.0 mm X 750.0 mm COVER: 45.0 mm

STAAD SPACE -- PAGE NO. 60

Page 57: input file for staad

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 589.5 mm 1179.1 mm 1768.6 mm 2358.2 mm

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

TOP 0.00 0.00 0.00 0.00 0.00

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 934.43 1071.76 1078.25 962.42 769.08

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 589.5 mm 1179.1 mm 1768.6 mm 2358.2 mm

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

TOP 5-12í 5-12í 5-12í 5-12í 5-12í

REINF. 2 layer(s) 2 layer(s) 2 layer(s) 2 layer(s) 2 layer(s)

BOTTOM 5-16í 6-16í 6-16í 5-16í 4-16í

REINF. 2 layer(s) 2 layer(s) 2 layer(s) 2 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 100 mm c/c @ 100 mm c/c @ 100 mm c/c @ 100 mm c/c

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

Page 58: input file for staad

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 151.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 151 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 6030.0 mm SIZE: 300.0 mm X 600.0 mm COVER: 45.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 1507.5 mm 3015.0 mm 4522.5 mm 6030.0 mm

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

TOP 1165.06 395.28 335.75 395.33 1343.00

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 624.00 464.50 395.28 453.44 671.50

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

STAAD SPACE -- PAGE NO. 61

Page 59: input file for staad

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 1507.5 mm 3015.0 mm 4522.5 mm 6030.0 mm

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

TOP 11-12í 4-12í 4-12í 4-12í 12-12í

REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 6-12í 5-12í 4-12í 5-12í 6-12í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 100 mm c/c

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

SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 1298.5 mm AWAY FROM START SUPPORT

VY = 93.51 MX = 3.16 LD= 7

Provide 2 Legged 8í @ 180 mm c/c

SHEAR DESIGN RESULTS AT 1371.0 mm AWAY FROM END SUPPORT

VY = -98.40 MX = 3.21 LD= 6

Provide 2 Legged 8í @ 100 mm c/c

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 152.

DEFAULT VALUE WILL BE USED.

Page 60: input file for staad

============================================================================

B E A M N O. 152 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 8988.0 mm SIZE: 300.0 mm X 600.0 mm COVER: 45.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 2247.0 mm 4494.0 mm 6741.0 mm 8988.0 mm

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

TOP 1451.22 396.00 362.81 396.00 1313.81

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 725.61 396.00 396.00 396.00 656.90

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

STAAD SPACE -- PAGE NO. 62

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 2247.0 mm 4494.0 mm 6741.0 mm 8988.0 mm

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

Page 61: input file for staad

TOP 3-25í 3-25í 3-25í 3-25í 3-25í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 10-10í 6-10í 6-10í 6-10í 9-10í

REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 100 mm c/c

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

SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 1385.0 mm AWAY FROM START SUPPORT

VY = 99.19 MX = -0.38 LD= 7

Provide 2 Legged 8í @ 180 mm c/c

SHEAR DESIGN RESULTS AT 1310.0 mm AWAY FROM END SUPPORT

VY = -98.07 MX = -0.68 LD= 6

Provide 2 Legged 8í @ 100 mm c/c

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 153.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 153 D E S I G N R E S U L T S

Page 62: input file for staad

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 6250.0 mm SIZE: 300.0 mm X 600.0 mm COVER: 45.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 1562.5 mm 3125.0 mm 4687.5 mm 6250.0 mm

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

TOP 1138.61 395.28 284.65 395.28 1006.01

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 569.30 395.28 395.28 395.28 503.01

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

STAAD SPACE -- PAGE NO. 63

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 1562.5 mm 3125.0 mm 4687.5 mm 6250.0 mm

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

TOP 6-16í 3-16í 3-16í 3-16í 6-16í

REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 3-16í 3-16í 3-16í 3-16í 3-16í

Page 63: input file for staad

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 120 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 120 mm c/c

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

SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 1308.3 mm AWAY FROM START SUPPORT

VY = 88.57 MX = 2.48 LD= 7

Provide 2 Legged 8í @ 180 mm c/c

SHEAR DESIGN RESULTS AT 1308.3 mm AWAY FROM END SUPPORT

VY = -44.37 MX = 11.17 LD= 8

Provide 2 Legged 8í @ 120 mm c/c

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 154.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 154 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 4303.0 mm SIZE: 300.0 mm X 600.0 mm COVER: 45.0 mm

Page 64: input file for staad

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 1075.8 mm 2151.5 mm 3227.3 mm 4303.0 mm

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

TOP 994.96 395.28 395.28 395.28 886.14

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 649.68 397.11 395.28 395.28 578.02

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

STAAD SPACE -- PAGE NO. 64

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 1075.8 mm 2151.5 mm 3227.3 mm 4303.0 mm

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

TOP 5-16í 3-16í 3-16í 3-16í 5-16í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 6-12í 4-12í 4-12í 4-12í 6-12í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 100 mm c/c @ 180 mm c/c @ 100 mm c/c @ 100 mm c/c

Page 65: input file for staad

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

SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 1319.0 mm AWAY FROM START SUPPORT

VY = 93.80 MX = -0.74 LD= 7

Provide 2 Legged 8í @ 180 mm c/c

SHEAR DESIGN RESULTS AT 1319.0 mm AWAY FROM END SUPPORT

VY = -91.35 MX = -1.61 LD= 6

Provide 2 Legged 8í @ 100 mm c/c

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 155.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 155 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 5042.0 mm SIZE: 300.0 mm X 600.0 mm COVER: 45.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 1260.5 mm 2521.0 mm 3781.5 mm 5042.0 mm

Page 66: input file for staad

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

TOP 892.71 395.28 254.51 395.28 1018.03

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 495.52 395.28 395.28 440.84 625.40

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

STAAD SPACE -- PAGE NO. 65

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 1260.5 mm 2521.0 mm 3781.5 mm 5042.0 mm

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

TOP 8-12í 4-12í 4-12í 4-12í 10-12í

REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 3-20í 3-20í 3-20í 3-20í 3-20í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 100 mm c/c

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

SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

Page 67: input file for staad

SHEAR DESIGN RESULTS AT 1309.5 mm AWAY FROM START SUPPORT

VY = 88.87 MX = -0.38 LD= 7

Provide 2 Legged 8í @ 180 mm c/c

SHEAR DESIGN RESULTS AT 1301.4 mm AWAY FROM END SUPPORT

VY = -87.24 MX = -0.78 LD= 6

Provide 2 Legged 8í @ 180 mm c/c

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 156.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 156 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 7480.0 mm SIZE: 300.0 mm X 600.0 mm COVER: 45.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 1870.0 mm 3740.0 mm 5610.0 mm 7480.0 mm

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

TOP 1089.78 395.28 339.04 395.28 1356.14

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

Page 68: input file for staad

BOTTOM 544.89 395.28 395.28 395.28 678.07

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

STAAD SPACE -- PAGE NO. 66

SUMMARY OF PROVIDED REINF. AREA

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

SECTION 0.0 mm 1870.0 mm 3740.0 mm 5610.0 mm 7480.0 mm

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

TOP 10-12í 4-12í 4-12í 4-12í 12-12í

REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 5-12í 4-12í 4-12í 4-12í 6-12í

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 100 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 100 mm c/c

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

SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 1251.4 mm AWAY FROM START SUPPORT

VY = 89.05 MX = -1.48 LD= 9

Provide 2 Legged 8í @ 180 mm c/c

Page 69: input file for staad

SHEAR DESIGN RESULTS AT 1371.0 mm AWAY FROM END SUPPORT

VY = -95.75 MX = -1.32 LD= 8

Provide 2 Legged 8í @ 180 mm c/c

*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 157.

DEFAULT VALUE WILL BE USED.

============================================================================

B E A M N O. 157 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 7280.0 mm SIZE: 300.0 mm X 600.0 mm COVER: 45.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

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

SECTION 0.0 mm 1820.0 mm 3640.0 mm 5460.0 mm 7280.0 mm

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

TOP 1238.35 395.28 327.34 395.28 1309.35

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 619.17 395.28 395.28 395.28 654.67

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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

Page 70: input file for staad

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 2723.30 Muz1 : 156.81 Muy1 : 156.81

INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 7

END JOINT: 231 Puz : 2771.79 Muz : 165.56 Muy : 165.56 IR: 1.02

============================================================================

STAAD SPACE -- PAGE NO. 452

============================================================================

C O L U M N N O. 377 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 5150.0 mm CROSS SECTION: 350.0 mm X 450.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 8 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 1527.33 Sq.mm.

Page 71: input file for staad

REQD. CONCRETE AREA: 155972.67 Sq.mm.

MAIN REINFORCEMENT : Provide 8 - 16 dia. (1.02%, 1608.50 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 16 mm dia. rectangular ties @ 85 mm c/c

over a length 860.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

2 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 175 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 2327.44 Muz1 : 150.49 Muy1 : 111.07

INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 8

Puz : 2356.97 Muz : 159.28 Muy : 115.86 IR: 0.94

============================================================================

STAAD SPACE -- PAGE NO. 453

============================================================================

Page 72: input file for staad

C O L U M N N O. 378 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 5150.0 mm CROSS SECTION: 450.0 mm X 600.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 7 END JOINT: 241 SHORT COLUMN

REQD. STEEL AREA : 3900.73 Sq.mm.

REQD. CONCRETE AREA: 266099.28 Sq.mm.

MAIN REINFORCEMENT : Provide 8 - 25 dia. (1.45%, 3926.99 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 12 mm dia. rectangular ties @ 100 mm c/c

over a length 860.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

2 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

2 number overlapping hoops or a single hoop

with crossties are provided along Z direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Page 73: input file for staad

Puz : 4456.39 Muz1 : 487.11 Muy1 : 346.32

INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 7

END JOINT: 241 Puz : 4465.94 Muz : 499.97 Muy : 353.69 IR: 1.05

============================================================================

STAAD SPACE -- PAGE NO. 454

============================================================================

C O L U M N N O. 379 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 5150.0 mm CROSS SECTION: 450.0 mm X 600.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 9 END JOINT: 243 SHORT COLUMN

REQD. STEEL AREA : 4037.64 Sq.mm.

REQD. CONCRETE AREA: 265962.38 Sq.mm.

MAIN REINFORCEMENT : Provide 36 - 12 dia. (1.51%, 4071.50 Sq.mm.)

Page 74: input file for staad

(Equally distributed)

CONFINING REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 100 mm c/c

over a length 860.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

9 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

9 number overlapping hoops or a single hoop

with crossties are provided along Z direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 4506.19 Muz1 : 496.17 Muy1 : 352.39

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 9

END JOINT: 243 Puz : 4518.51 Muz : 499.81 Muy : 355.35 IR: 1.06

============================================================================

STAAD SPACE -- PAGE NO. 455

Page 75: input file for staad

============================================================================

C O L U M N N O. 380 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 5150.0 mm CROSS SECTION: 450.0 mm X 450.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 6 END JOINT: 244 SHORT COLUMN

REQD. STEEL AREA : 1886.74 Sq.mm.

REQD. CONCRETE AREA: 200613.27 Sq.mm.

MAIN REINFORCEMENT : Provide 20 - 12 dia. (1.12%, 2261.95 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 100 mm c/c

over a length 860.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

5 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

5 number overlapping hoops or a single hoop

with crossties are provided along Z direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 225 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

Page 76: input file for staad

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

Puz : 2964.43 Muz1 : 201.50 Muy1 : 201.50

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 6

END JOINT: 244 Puz : 3100.91 Muz : 221.64 Muy : 221.64 IR: 0.98

============================================================================

STAAD SPACE -- PAGE NO. 456

============================================================================

C O L U M N N O. 381 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 5150.0 mm CROSS SECTION: 450.0 mm X 450.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 7 END JOINT: 245 SHORT COLUMN

REQD. STEEL AREA : 1761.33 Sq.mm.

REQD. CONCRETE AREA: 200738.67 Sq.mm.

Page 77: input file for staad

MAIN REINFORCEMENT : Provide 16 - 12 dia. (0.89%, 1809.56 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 100 mm c/c

over a length 860.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

4 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

4 number overlapping hoops or a single hoop

with crossties are provided along Z direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 225 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 2918.81 Muz1 : 192.46 Muy1 : 192.46

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 7

END JOINT: 245 Puz : 2936.35 Muz : 195.22 Muy : 195.22 IR: 1.06

============================================================================

STAAD SPACE -- PAGE NO. 457

Page 78: input file for staad

============================================================================

C O L U M N N O. 382 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 5150.0 mm CROSS SECTION: 350.0 mm X 450.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 9 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 1502.23 Sq.mm.

REQD. CONCRETE AREA: 155997.77 Sq.mm.

MAIN REINFORCEMENT : Provide 8 - 16 dia. (1.02%, 1608.50 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 16 mm dia. rectangular ties @ 85 mm c/c

over a length 860.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

2 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 175 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 2318.31 Muz1 : 152.45 Muy1 : 112.76

Page 79: input file for staad

INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 9

Puz : 2356.97 Muz : 161.96 Muy : 118.08 IR: 0.93

============================================================================

STAAD SPACE -- PAGE NO. 458

============================================================================

C O L U M N N O. 383 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 5150.0 mm CROSS SECTION: 450.0 mm X 600.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 8 END JOINT: 255 SHORT COLUMN

REQD. STEEL AREA : 4087.83 Sq.mm.

REQD. CONCRETE AREA: 265912.16 Sq.mm.

MAIN REINFORCEMENT : Provide 24 - 16 dia. (1.79%, 4825.49 Sq.mm.)

(Equally distributed)

Page 80: input file for staad

CONFINING REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 100 mm c/c

over a length 860.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

6 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

6 number overlapping hoops or a single hoop

with crossties are provided along Z direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 4524.45 Muz1 : 501.12 Muy1 : 355.74

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 7

END JOINT: 255 Puz : 4792.77 Muz : 553.90 Muy : 391.72 IR: 0.98

============================================================================

STAAD SPACE -- PAGE NO. 459

============================================================================

Page 81: input file for staad

C O L U M N N O. 384 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 5150.0 mm CROSS SECTION: 450.0 mm X 600.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 6 END JOINT: 257 SHORT COLUMN

REQD. STEEL AREA : 4307.40 Sq.mm.

REQD. CONCRETE AREA: 265692.59 Sq.mm.

MAIN REINFORCEMENT : Provide 24 - 16 dia. (1.79%, 4825.49 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 100 mm c/c

over a length 860.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

6 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

6 number overlapping hoops or a single hoop

with crossties are provided along Z direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Page 82: input file for staad

Puz : 4604.32 Muz1 : 516.30 Muy1 : 365.99

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 6

END JOINT: 257 Puz : 4792.77 Muz : 553.39 Muy : 391.25 IR: 1.00

============================================================================

STAAD SPACE -- PAGE NO. 460

============================================================================

C O L U M N N O. 385 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 5150.0 mm CROSS SECTION: 450.0 mm X 450.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 8 END JOINT: 258 SHORT COLUMN

REQD. STEEL AREA : 2005.19 Sq.mm.

REQD. CONCRETE AREA: 200494.81 Sq.mm.

MAIN REINFORCEMENT : Provide 20 - 12 dia. (1.12%, 2261.95 Sq.mm.)

Page 83: input file for staad

(Equally distributed)

CONFINING REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 100 mm c/c

over a length 860.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

5 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

5 number overlapping hoops or a single hoop

with crossties are provided along Z direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 3007.51 Muz1 : 207.95 Muy1 : 207.95

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 8

END JOINT: 258 Puz : 3100.91 Muz : 221.64 Muy : 221.64 IR: 1.01

============================================================================

STAAD SPACE -- PAGE NO. 461

Page 84: input file for staad

============================================================================

C O L U M N N O. 386 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 5150.0 mm CROSS SECTION: 450.0 mm X 450.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 7 END JOINT: 259 SHORT COLUMN

REQD. STEEL AREA : 2162.37 Sq.mm.

REQD. CONCRETE AREA: 200337.62 Sq.mm.

MAIN REINFORCEMENT : Provide 20 - 12 dia. (1.12%, 2261.95 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 100 mm c/c

over a length 860.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

5 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

5 number overlapping hoops or a single hoop

with crossties are provided along Z direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

Page 85: input file for staad

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

Puz : 3064.69 Muz1 : 214.16 Muy1 : 214.16

INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 7

END JOINT: 259 Puz : 3100.91 Muz : 219.54 Muy : 219.54 IR: 1.04

============================================================================

STAAD SPACE -- PAGE NO. 462

============================================================================

C O L U M N N O. 387 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 5150.0 mm CROSS SECTION: 350.0 mm X 450.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 8 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 1601.85 Sq.mm.

REQD. CONCRETE AREA: 155898.16 Sq.mm.

Page 86: input file for staad

MAIN REINFORCEMENT : Provide 8 - 16 dia. (1.02%, 1608.50 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 16 mm dia. rectangular ties @ 85 mm c/c

over a length 860.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

2 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 175 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 2354.55 Muz1 : 158.27 Muy1 : 116.85

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 8

Puz : 2356.97 Muz : 162.06 Muy : 118.17 IR: 0.97

============================================================================

STAAD SPACE -- PAGE NO. 463

============================================================================

Page 87: input file for staad

C O L U M N N O. 388 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 5150.0 mm CROSS SECTION: 450.0 mm X 450.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 14 END JOINT: 269 SHORT COLUMN

REQD. STEEL AREA : 1072.03 Sq.mm.

REQD. CONCRETE AREA: 134004.09 Sq.mm.

MAIN REINFORCEMENT : Provide 12 - 12 dia. (0.67%, 1357.17 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 10 mm dia. rectangular ties @ 100 mm c/c

over a length 860.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

3 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

3 number overlapping hoops or a single hoop

with crossties are provided along Z direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 2668.08 Muz1 : 131.35 Muy1 : 131.35

Page 88: input file for staad

INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 6

END JOINT: 269 Puz : 2771.79 Muz : 170.55 Muy : 170.55 IR: 0.97

============================================================================

STAAD SPACE -- PAGE NO. 464

============================================================================

C O L U M N N O. 389 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 5150.0 mm CROSS SECTION: 350.0 mm X 450.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 7 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 2595.08 Sq.mm.

REQD. CONCRETE AREA: 154904.92 Sq.mm.

MAIN REINFORCEMENT : Provide 24 - 12 dia. (1.72%, 2714.34 Sq.mm.)

(Equally distributed)

Page 89: input file for staad

CONFINING REINFORCEMENT : Provide 16 mm dia. rectangular ties @ 85 mm c/c

over a length 860.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

6 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 175 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 2715.84 Muz1 : 212.01 Muy1 : 154.37

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 7

Puz : 2759.21 Muz : 218.61 Muy : 159.07 IR: 0.97

============================================================================

STAAD SPACE -- PAGE NO. 465

============================================================================

C O L U M N N O. 390 D E S I G N R E S U L T S

Page 90: input file for staad

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 5150.0 mm CROSS SECTION: 450.0 mm X 450.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 17 END JOINT: 272 SHORT COLUMN

REQD. STEEL AREA : 870.56 Sq.mm.

REQD. CONCRETE AREA: 108820.16 Sq.mm.

MAIN REINFORCEMENT : Provide 8 - 12 dia. (0.45%, 904.78 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 12 mm dia. rectangular ties @ 100 mm c/c

over a length 860.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

2 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

2 number overlapping hoops or a single hoop

with crossties are provided along Z direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 2594.79 Muz1 : 122.79 Muy1 : 122.79

INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456:2000)

Page 91: input file for staad

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 17

END JOINT: 272 Puz : 2607.24 Muz : 127.82 Muy : 127.82 IR: 1.03

============================================================================

STAAD SPACE -- PAGE NO. 466

============================================================================

C O L U M N N O. 391 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 5150.0 mm CROSS SECTION: 450.0 mm X 450.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 9 END JOINT: 273 SHORT COLUMN

REQD. STEEL AREA : 1483.29 Sq.mm.

REQD. CONCRETE AREA: 185411.59 Sq.mm.

MAIN REINFORCEMENT : Provide 8 - 16 dia. (0.79%, 1608.50 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 12 mm dia. rectangular ties @ 100 mm c/c

over a length 860.0 mm from each joint face towards

Page 92: input file for staad

midspan as per Cl. 7.4.6 of IS-13920.

2 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

2 number overlapping hoops or a single hoop

with crossties are provided along Z direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 225 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 2817.67 Muz1 : 177.47 Muy1 : 177.47

INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 9

END JOINT: 273 Puz : 2863.22 Muz : 187.44 Muy : 187.44 IR: 1.02

============================================================================

STAAD SPACE -- PAGE NO. 467

============================================================================

C O L U M N N O. 392 D E S I G N R E S U L T S

Page 93: input file for staad

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 5150.0 mm CROSS SECTION: 450.0 mm X 450.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 15 END JOINT: 274 SHORT COLUMN

REQD. STEEL AREA : 1054.87 Sq.mm.

REQD. CONCRETE AREA: 131859.08 Sq.mm.

MAIN REINFORCEMENT : Provide 12 - 12 dia. (0.67%, 1357.17 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 10 mm dia. rectangular ties @ 100 mm c/c

over a length 860.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

3 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

3 number overlapping hoops or a single hoop

with crossties are provided along Z direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 2661.84 Muz1 : 124.64 Muy1 : 124.64

Page 94: input file for staad

INTERACTION RATIO: 0.98 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 7

END JOINT: 274 Puz : 2771.79 Muz : 163.86 Muy : 163.86 IR: 0.93

============================================================================

STAAD SPACE -- PAGE NO. 468

============================================================================

C O L U M N N O. 393 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 5150.0 mm CROSS SECTION: 350.0 mm X 450.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 9 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 1372.07 Sq.mm.

REQD. CONCRETE AREA: 156127.94 Sq.mm.

MAIN REINFORCEMENT : Provide 8 - 16 dia. (1.02%, 1608.50 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 16 mm dia. rectangular ties @ 85 mm c/c

Page 95: input file for staad

over a length 860.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

2 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 175 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 2270.96 Muz1 : 141.01 Muy1 : 104.35

INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 9

Puz : 2356.97 Muz : 159.02 Muy : 115.62 IR: 0.89

============================================================================

STAAD SPACE -- PAGE NO. 469

============================================================================

C O L U M N N O. 394 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

Page 96: input file for staad

LENGTH: 2650.0 mm CROSS SECTION: 350.0 mm X 450.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 9 END JOINT: 212 SHORT COLUMN

REQD. STEEL AREA : 2943.66 Sq.mm.

REQD. CONCRETE AREA: 154556.34 Sq.mm.

MAIN REINFORCEMENT : Provide 16 - 16 dia. (2.04%, 3216.99 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 16 mm dia. rectangular ties @ 85 mm c/c

over a length 450.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

4 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 175 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 2842.63 Muz1 : 223.03 Muy1 : 161.00

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 9

Page 97: input file for staad

END JOINT: 212 Puz : 2942.06 Muz : 237.52 Muy : 170.87 IR: 0.95

============================================================================

STAAD SPACE -- PAGE NO. 470

============================================================================

C O L U M N N O. 395 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 2650.0 mm CROSS SECTION: 450.0 mm X 600.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 7 END JOINT: 213 SHORT COLUMN

REQD. STEEL AREA : 4688.64 Sq.mm.

REQD. CONCRETE AREA: 265311.38 Sq.mm.

MAIN REINFORCEMENT : Provide 24 - 16 dia. (1.79%, 4825.49 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 100 mm c/c

over a length 600.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

6 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

Page 98: input file for staad

6 number overlapping hoops or a single hoop

with crossties are provided along Z direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 4742.99 Muz1 : 517.17 Muy1 : 366.27

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 7

END JOINT: 213 Puz : 4792.77 Muz : 526.89 Muy : 373.36 IR: 0.99

============================================================================

STAAD SPACE -- PAGE NO. 471

============================================================================

C O L U M N N O. 396 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 2650.0 mm CROSS SECTION: 450.0 mm X 450.0 mm COVER: 45.0 mm

Page 99: input file for staad

** GUIDING LOAD CASE: 9 END JOINT: 215 SHORT COLUMN

REQD. STEEL AREA : 5089.79 Sq.mm.

REQD. CONCRETE AREA: 197410.20 Sq.mm.

MAIN REINFORCEMENT : Provide 28 - 16 dia. (2.78%, 5629.73 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 100 mm c/c

over a length 450.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

7 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

7 number overlapping hoops or a single hoop

with crossties are provided along Z direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 4129.54 Muz1 : 361.68 Muy1 : 361.68

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

Page 100: input file for staad

WORST LOAD CASE: 9

END JOINT: 215 Puz : 4325.94 Muz : 389.76 Muy : 389.76 IR: 0.93

============================================================================

STAAD SPACE -- PAGE NO. 472

============================================================================

C O L U M N N O. 397 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 2650.0 mm CROSS SECTION: 450.0 mm X 450.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 6 END JOINT: 216 SHORT COLUMN

REQD. STEEL AREA : 3427.92 Sq.mm.

REQD. CONCRETE AREA: 199072.08 Sq.mm.

MAIN REINFORCEMENT : Provide 32 - 12 dia. (1.79%, 3619.11 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 100 mm c/c

over a length 450.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

8 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

Page 101: input file for staad

(Clause 7.3.2 of IS-13920)

8 number overlapping hoops or a single hoop

with crossties are provided along Z direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 3525.03 Muz1 : 265.01 Muy1 : 265.01

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 6

END JOINT: 216 Puz : 3594.58 Muz : 275.84 Muy : 275.84 IR: 0.96

============================================================================

STAAD SPACE -- PAGE NO. 473

============================================================================

C O L U M N N O. 398 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

Page 102: input file for staad

LENGTH: 2650.0 mm CROSS SECTION: 350.0 mm X 450.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 7 END JOINT: 217 SHORT COLUMN

REQD. STEEL AREA : 3050.31 Sq.mm.

REQD. CONCRETE AREA: 154449.69 Sq.mm.

MAIN REINFORCEMENT : Provide 16 - 16 dia. (2.04%, 3216.99 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 16 mm dia. rectangular ties @ 85 mm c/c

over a length 450.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

4 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 175 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 2881.42 Muz1 : 232.15 Muy1 : 167.85

INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 7

END JOINT: 217 Puz : 2942.06 Muz : 241.15 Muy : 173.99 IR: 0.97

Page 103: input file for staad

============================================================================

STAAD SPACE -- PAGE NO. 474

============================================================================

C O L U M N N O. 399 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 2650.0 mm CROSS SECTION: 350.0 mm X 450.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 6 END JOINT: 218 SHORT COLUMN

REQD. STEEL AREA : 2083.14 Sq.mm.

REQD. CONCRETE AREA: 155416.86 Sq.mm.

MAIN REINFORCEMENT : Provide 20 - 12 dia. (1.44%, 2261.95 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 16 mm dia. rectangular ties @ 85 mm c/c

over a length 450.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

5 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 175 mm c/c

Page 104: input file for staad

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 2529.62 Muz1 : 171.57 Muy1 : 125.20

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 6

END JOINT: 218 Puz : 2594.66 Muz : 182.10 Muy : 132.52 IR: 0.95

============================================================================

STAAD SPACE -- PAGE NO. 475

============================================================================

C O L U M N N O. 400 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 2650.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 8 END JOINT: 226 SHORT COLUMN

Page 105: input file for staad

REQD. STEEL AREA : 1680.21 Sq.mm.

REQD. CONCRETE AREA: 178319.78 Sq.mm.

MAIN REINFORCEMENT : Provide 16 - 12 dia. (1.01%, 1809.56 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 12 mm dia. rectangular ties @ 75 mm c/c

over a length 600.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

4 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 150 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 2636.18 Muz1 : 231.91 Muy1 : 101.65

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 8

END JOINT: 226 Puz : 2683.23 Muz : 243.61 Muy : 105.47 IR: 0.99

============================================================================

STAAD SPACE -- PAGE NO. 476

Page 106: input file for staad

============================================================================

C O L U M N N O. 401 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 2650.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 9 END JOINT: 240 SHORT COLUMN

REQD. STEEL AREA : 1974.89 Sq.mm.

REQD. CONCRETE AREA: 178025.11 Sq.mm.

MAIN REINFORCEMENT : Provide 20 - 12 dia. (1.26%, 2261.95 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 12 mm dia. rectangular ties @ 75 mm c/c

over a length 600.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

5 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 150 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 2743.37 Muz1 : 260.62 Muy1 : 112.61

Page 107: input file for staad

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 9

END JOINT: 240 Puz : 2847.78 Muz : 283.99 Muy : 121.22 IR: 0.98

============================================================================

STAAD SPACE -- PAGE NO. 477

============================================================================

C O L U M N N O. 402 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 2650.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 8 END JOINT: 254 SHORT COLUMN

REQD. STEEL AREA : 1919.97 Sq.mm.

REQD. CONCRETE AREA: 178080.03 Sq.mm.

MAIN REINFORCEMENT : Provide 20 - 12 dia. (1.26%, 2261.95 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 12 mm dia. rectangular ties @ 75 mm c/c

Page 108: input file for staad

over a length 600.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

5 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 150 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 2723.39 Muz1 : 256.67 Muy1 : 111.18

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 8

END JOINT: 254 Puz : 2847.78 Muz : 284.52 Muy : 121.44 IR: 0.97

============================================================================

STAAD SPACE -- PAGE NO. 478

============================================================================

C O L U M N N O. 403 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

Page 109: input file for staad

LENGTH: 2650.0 mm CROSS SECTION: 350.0 mm X 450.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 9 END JOINT: 268 SHORT COLUMN

REQD. STEEL AREA : 1916.82 Sq.mm.

REQD. CONCRETE AREA: 155583.19 Sq.mm.

MAIN REINFORCEMENT : Provide 20 - 12 dia. (1.44%, 2261.95 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 16 mm dia. rectangular ties @ 85 mm c/c

over a length 450.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

5 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 175 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 2469.12 Muz1 : 177.27 Muy1 : 130.25

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 9

Page 110: input file for staad

END JOINT: 268 Puz : 2594.66 Muz : 195.82 Muy : 143.26 IR: 0.93

============================================================================

STAAD SPACE -- PAGE NO. 479

============================================================================

C O L U M N N O. 404 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 2650.0 mm CROSS SECTION: 350.0 mm X 450.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 8 END JOINT: 282 SHORT COLUMN

REQD. STEEL AREA : 3137.90 Sq.mm.

REQD. CONCRETE AREA: 154362.09 Sq.mm.

MAIN REINFORCEMENT : Provide 16 - 16 dia. (2.04%, 3216.99 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 16 mm dia. rectangular ties @ 85 mm c/c

over a length 450.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

4 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

Page 111: input file for staad

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 175 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 2913.29 Muz1 : 234.68 Muy1 : 169.16

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 8

END JOINT: 282 Puz : 2942.06 Muz : 238.64 Muy : 171.84 IR: 0.99

============================================================================

STAAD SPACE -- PAGE NO. 480

============================================================================

C O L U M N N O. 405 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 2650.0 mm CROSS SECTION: 350.0 mm X 450.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 6 END JOINT: 283 SHORT COLUMN

Page 112: input file for staad

REQD. STEEL AREA : 2456.46 Sq.mm.

REQD. CONCRETE AREA: 155043.55 Sq.mm.

MAIN REINFORCEMENT : Provide 8 - 20 dia. (1.60%, 2513.27 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 16 mm dia. rectangular ties @ 85 mm c/c

over a length 450.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

2 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 175 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 2665.41 Muz1 : 199.81 Muy1 : 145.31

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 6

END JOINT: 283 Puz : 2686.08 Muz : 207.43 Muy : 148.33 IR: 0.99

============================================================================

STAAD SPACE -- PAGE NO. 481

Page 113: input file for staad

============================================================================

C O L U M N N O. 406 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 2650.0 mm CROSS SECTION: 350.0 mm X 450.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 7 END JOINT: 284 SHORT COLUMN

REQD. STEEL AREA : 3732.55 Sq.mm.

REQD. CONCRETE AREA: 153767.45 Sq.mm.

MAIN REINFORCEMENT : Provide 12 - 20 dia. (2.39%, 3769.91 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 16 mm dia. rectangular ties @ 85 mm c/c

over a length 450.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

3 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 175 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 3129.59 Muz1 : 266.37 Muy1 : 191.42

Page 114: input file for staad

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 7

END JOINT: 284 Puz : 3143.18 Muz : 271.24 Muy : 193.12 IR: 1.00

============================================================================

STAAD SPACE -- PAGE NO. 482

============================================================================

C O L U M N N O. 407 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 2650.0 mm CROSS SECTION: 350.0 mm X 450.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 7 END JOINT: 285 SHORT COLUMN

REQD. STEEL AREA : 2790.76 Sq.mm.

REQD. CONCRETE AREA: 154709.23 Sq.mm.

MAIN REINFORCEMENT : Provide 16 - 16 dia. (2.04%, 3216.99 Sq.mm.)

(Equally distributed)

Page 115: input file for staad

CONFINING REINFORCEMENT : Provide 16 mm dia. rectangular ties @ 85 mm c/c

over a length 450.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

4 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 175 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 2787.01 Muz1 : 221.06 Muy1 : 160.53

INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 7

END JOINT: 285 Puz : 2942.06 Muz : 243.92 Muy : 176.13 IR: 0.92

============================================================================

STAAD SPACE -- PAGE NO. 483

============================================================================

C O L U M N N O. 408 D E S I G N R E S U L T S

Page 116: input file for staad

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 2650.0 mm CROSS SECTION: 350.0 mm X 450.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 6 END JOINT: 286 SHORT COLUMN

REQD. STEEL AREA : 3424.26 Sq.mm.

REQD. CONCRETE AREA: 154075.75 Sq.mm.

MAIN REINFORCEMENT : Provide 12 - 20 dia. (2.39%, 3769.91 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 16 mm dia. rectangular ties @ 85 mm c/c

over a length 450.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

3 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 175 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 3017.45 Muz1 : 253.58 Muy1 : 182.91

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

Page 117: input file for staad

WORST LOAD CASE: 6

END JOINT: 286 Puz : 3143.18 Muz : 273.78 Muy : 194.83 IR: 0.94

============================================================================

STAAD SPACE -- PAGE NO. 484

============================================================================

C O L U M N N O. 409 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 2650.0 mm CROSS SECTION: 350.0 mm X 450.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 7 END JOINT: 287 SHORT COLUMN

REQD. STEEL AREA : 3403.27 Sq.mm.

REQD. CONCRETE AREA: 154096.73 Sq.mm.

MAIN REINFORCEMENT : Provide 12 - 20 dia. (2.39%, 3769.91 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 16 mm dia. rectangular ties @ 85 mm c/c

over a length 450.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

3 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

Page 118: input file for staad

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 175 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 3009.81 Muz1 : 250.63 Muy1 : 180.72

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 7

END JOINT: 287 Puz : 3143.18 Muz : 272.53 Muy : 194.09 IR: 0.94

============================================================================

STAAD SPACE -- PAGE NO. 485

============================================================================

C O L U M N N O. 410 D E S I G N R E S U L T S

M25 Fe500 (Main) Fe415 (Sec.)

LENGTH: 2650.0 mm CROSS SECTION: 350.0 mm X 450.0 mm COVER: 45.0 mm

** GUIDING LOAD CASE: 6 END JOINT: 288 SHORT COLUMN

Page 119: input file for staad

REQD. STEEL AREA : 2331.77 Sq.mm.

REQD. CONCRETE AREA: 155168.23 Sq.mm.

MAIN REINFORCEMENT : Provide 12 - 16 dia. (1.53%, 2412.74 Sq.mm.)

(Equally distributed)

CONFINING REINFORCEMENT : Provide 16 mm dia. rectangular ties @ 85 mm c/c

over a length 450.0 mm from each joint face towards

midspan as per Cl. 7.4.6 of IS-13920.

3 number overlapping hoops or a single hoop

with crossties are provided along Y direction.

(Clause 7.3.2 of IS-13920)

TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 175 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)

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

Puz : 2620.06 Muz1 : 185.61 Muy1 : 134.94

INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)

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

WORST LOAD CASE: 6

END JOINT: 288 Puz : 2649.51 Muz : 191.27 Muy : 138.48 IR: 0.98

============================================================================

Page 120: input file for staad

********************END OF COLUMN DESIGN RESULTS********************

334. END CONCRETE DESIGN

335. FINISH

STAAD SPACE -- PAGE NO. 486

*********** END OF THE STAAD.Pro RUN ***********

**** DATE= FEB 20,2016 TIME= 12:16:12 ****

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* Copyright (c) 1997-2015 Bentley Systems, Inc.

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