2.5 0; 5 5.67 0 0 16. 6 5.67 2.5 0; 7 9.055 0 0; 8 9.055 2.5 0; 9 11.695 0 0; 10 11.695 2.5 0 17. 11 14.8452 0 0; 12 14.8452 2.5 0; 13 1.4175 0 0; 15 4.2525 0 0 18. 16 4.2525 2.5 0; 17 7.3625 0 0; 18 7.3625 2.5 0; 19 10.375 0 0 19. 20 10.375 2.5 0; 21 13.2701 0 0; 22 13.2701 2.5 0; 23 -0.545 2.5 0 20. 24 -0.545 5 0; 25 3.385 2.5 0; 26 3.385 5 0; 27 6.505 2.5 0; 28 6.505 5 0 21. 29 10.935 2.5 0; 30 10.935 5 0; 31 14.8452 5 0; 32 1.417 2.5 0; 33 1.4175 5 0 22. 34 4.945 2.5 0; 35 4.945 5 0; 36 8.72 2.5 0; 37 8.72 5 0; 38 12.8901 2.5 0 23. 39 12.8901 5 0; 40 14.8452 0 -7.01; 41 14.8452 2.5 -7.01 24. 42 14.8452 2.5 -3.505; 43 14.8452 0 -3.505; 44 -2.274E-013 0 -3.51 25. 45 -2.274E-013 2.5 -3.51; 46 -2.274E-013 0 -7.01; 47 -2.274E-013 2.5 -7.01 26. 48 3.745 0 -7.01; 49 3.745 2.5 -7.01; 50 3.745 0 -4.76; 51 3.745 2.5 -4.76 27. 52 3.745 0 -3.51; 53 3.745 2.5 -3.51; 54 4.215 0 -3.51; 55 4.215 2.5 -3.51 28. 56 4.89441 0 -5.9593; 57 4.89441 2.5 -5.9593; 58 4.895 0 -4.76 29. 59 4.895 2.5 -4.76; 60 6.595 0 -7.01; 61 6.595 2.5 -7.01; 62 8.145 0 -7.01 30. 63 8.145 2.5 -7.01; 64 5.67 0 -2.56; 65 5.67 2.5 -2.56; 66 5.6575 0 -3.51 31. 67 5.6575 2.5 -3.51; 68 5.795 0 -4.71; 69 5.795 2.5 -4.71; 70 6.595 0 -4.71 32. 71 6.595 2.5 -4.71; 72 6.595 0 -5.86; 73 6.595 2.5 -5.86; 74 8.145 0 -5.86 33. 75 8.145 2.5 -5.86; 76 8.145 0 -4.71; 77 8.145 2.5 -4.71; 78 8.145 0 -3.51 34. 79 8.145 2.5 -3.51; 80 8.145 0 -2.41; 81 8.145 2.5 -2.41; 82 9.055 0 -2.41 35. 83 9.055 2.5 -2.41; 84 5.795 0 -3.51; 85 5.795 2.5 -3.51; 86 11.695 0 -5.8225 36. 87 11.695 2.5 -5.8225; 88 11.695 0 -3.5975; 89 11.695 2.5 -3.5975 37. 90 11.695 0 -2.385; 91 11.695 2.5 -2.385; 92 11.695 0 -7.01 38. 93 11.695 2.5 -7.01; 94 11.695 0 -1.1925; 95 11.695 2.5 -1.1925

DXF IMPORT OF SURINAM STAAD 01.DXF -- PAGE NO. 2 39. 96 11.695 0 -2.99125; 97 11.695 2.5 -2.99125; 98 11.695 0 -4.71 40. 99 11.695 2.5 -4.71; 100 11.695 0 -6.41625; 101 11.695 2.5 -6.41625 41. 102 8.6 0 -2.41; 103 8.6 2.5 -2.41; 104 8.145 0 -2.96; 105 8.145 2.5 -2.96 42. 106 8.145 0 -4.11; 107 8.145 2.5 -4.11; 108 8.145 0 -5.285 43. 109 8.145 2.5 -5.285; 112 7.37 0 -4.71; 113 7.37 2.5 -4.71; 114 6.595 0 -6.435 44. 115 6.595 2.5 -6.435; 116 6.195 0 -4.71; 117 6.195 2.5 -4.71 45. 118 5.795 0 -4.11; 119 5.795 2.5 -4.11; 120 5.67 0 -1.28; 121 5.67 2.5 -1.28 46. 122 4.89471 0 -5.35965; 123 4.89471 2.5 -5.35965; 124 4.32 0 -4.76 47. 125 4.32 2.5 -4.76; 126 1.8725 0 -3.51; 127 1.8725 2.5 -3.51; 128 3.98 0 -3.51 48. 129 3.98 2.5 -3.51; 132 14.845 2.5 -7.14; 133 14.845 5 -7.14 49. 134 14.845 2.5 -3.25; 135 14.845 5 -3.25; 136 10.935 2.5 -3.405 50. 137 10.935 5 -3.405; 138 12.755 2.5 -3.25; 139 12.755 5 -3.25 51. 140 12.855 2.5 -7.14; 141 12.855 5 -7.14; 142 8.14502 2.5 -7.14 52. 143 8.14502 5 -7.14; 144 8.14502 2.5 -4.41; 145 8.14502 5 -4.41 53. 146 6.675 2.5 -4.41; 147 6.675 5 -4.41; 148 3.515 2.5 -7.19 54. 150 -0.545 2.5 -7.19; 151 -0.545 5 -7.19; 152 -0.545 2.5 -3.5 55. 153 -0.545 5 -3.5; 154 3.385 2.5 -3.4; 155 3.385 5 -3.4; 156 6.505 2.5 -3.41 56. 157 6.505 5 -3.41; 158 6.675 2.5 -7.14; 159 6.675 5 -7.14 57. 160 6.675 2.5 -7.01001; 161 6.675 5 -7.01001; 162 3.515 2.5 -7.01 58. 163 3.515 5 -7.01; 164 10.935 5 -3.25; 166 4.895 5 -5.96; 167 6.675 5 -5.96 59. 168 3.385 5 -3.5; 169 2.515 2.5 -4.75; 170 2.515 5 -4.75; 171 2.515 5 -3.5 60. 172 14.8451 2.5 -1.625; 173 14.8451 5 -1.625; 174 14.845 2.5 -5.195 61. 175 14.845 5 -5.195; 176 13.8 2.5 -3.25; 177 13.8 5 -3.25 62. 178 10.935 2.5 -1.625; 179 10.935 5 -1.625; 180 6.505 2.5 -1.705 63. 181 6.505 5 -1.705; 182 3.385 2.5 -1.7; 183 3.385 5 -1.7; 184 -0.545 2.5 -1.75 64. 185 -0.545 5 -1.75; 186 -0.545 2.5 -5.345; 187 -0.545 5 -5.345 65. 190 3.515 5 -4.75; 191 3.015 2.5 -4.75; 192 3.015 5 -4.75; 193 3.515 2.5 -5.88 66. 194 3.515 5 -5.88; 195 8.14502 2.5 -5.775; 196 8.14502 5 -5.775 67. 197 6.675 2.5 -5.705; 198 6.675 5 -5.705; 199 5.785 2.5 -5.96 68. 200 5.785 5 -5.96; 202 4.895 5 -4.335; 203 4.895 2.5 -5.1475 69. 204 4.895 5 -5.1475; 205 3.515 5 -4.375; 208 3.51494 5 -7.19

70. 209 3.51494 5 -7.765; 210 14.845 5 -7.765; 211 6.67213 5 -7.765 71. 212 -1.12 5 -7.765; 213 -1.12 5 0; 214 -2.274E-013 2.5 -5.26 72. 215 -2.274E-013 0 -5.25997; 216 7.37 2.5 -5.86; 217 7.37 0 -5.86 73. 221 3.385 5 -1; 223 6.505 5 -1; 232 11.695 2.5 -7.14; 233 12.755 5 -7.765 74. 234 -2.27403E-013 2.5 -7.19; 235 -1.12 5.00001 -3.50001; 237 8.72 5 -3.4075 75. 238 -1.12 5 -7.19; 239 -0.545 5 -7.765; 240 11.695 2.5 -2.41 76. 241 8.14502 2.5 0; 242 10.935 5 -7.14; 243 8.72 5 -7.14 77. 244 8.14502 5 -3.40815; 245 4.895 5 -7.01; 247 3.515 2.5 -4.75 78. 248 2.515 2.5 -3.51; 249 0 2.5 -4.75001; 250 3.385 2.5 -1; 251 3.385 2.5 -3.51 79. 252 6.675 2.5 -5.96; 253 6.505 2.5 -1; 254 6.522 2.5 -3.51 80. 255 10.935 2.5 -3.25; 256 10.935 2.5 -7.14; 257 6.595 2.5 -5.96 81. 258 10.935 2.5 -7.01; 259 6.675 2.5 -5.86; 260 6.675 2.5 -4.71 82. 261 11.695 2.5 -3.25; 262 10.935 2.5 -2.3922; 263 10.935 5 -7.765 83. 267 0.6 0 -7.01; 268 0.6 2.5 -7.01; 269 0.155 2.5 -7.19; 270 0.155 5 -7.19 84. 271 2.915 2.5 -7.19; 272 2.91494 5 -7.19; 273 4.895 2.5 -7.01 85. 274 4.895 0 -7.01; 275 7.41 0 -7.01; 276 7.41 2.5 -7.01; 277 7.41002 2.5 -7.14 86. 278 7.41002 5 -7.14; 280 9.395 2.5 -7.01; 281 9.39502 2.5 -7.14 87. 282 9.39502 5 -7.14; 284 9.745 2.5 -7.01; 285 9.74502 2.5 -7.14 88. 286 9.74502 5 -7.14; 288 11.345 2.5 -7.01; 289 11.345 2.5 -7.14 89. 290 11.345 5 -7.14; 291 14.545 2.5 -7.14; 292 14.545 5 -7.14; 293 11.695 5 0 90. 294 11.695 6 0; 295 14.8452 6 0; 296 11.695 5 -7.14; 298 14.8452 6 -7.14 91. 299 11.695 5 -3.25; 300 11.695 6 -3.25; 301 14.8452 6 -3.25 92. 302 14.8452 6 -5.195; 303 14.8452 6 -1.625; 304 11.695 6 -1.625 93. 305 11.695 6 -5.195; 307 14.0452 6 -5.195; 308 14.0452 6 -3.25 94. 309 14.0452 6 -1.625; 310 14.0452 6 0; 312 13.4352 6 -5.195

DXF IMPORT OF SURINAM STAAD 01.DXF -- PAGE NO. 3 95. 313 13.4352 6 -3.25; 314 13.4352 6 -1.625; 315 13.4352 6 0; 316 10.935 6 -3.25 96. 317 11.695 5 -7.01; 318 11.695 6 -7.01; 319 13.4352 6 -7.08181 97. 320 14.0452 6 -7.10699 98. MEMBER INCIDENCES 99. 1 1 2; 2 3 4; 3 5 6; 4 7 8; 5 9 10; 6 11 12; 7 10 38; 8 10 29; 9 8 36; 10 6 34 100. 11 4 32; 12 13 32; 13 15 16; 14 17 18; 15 19 20; 16 21 22; 17 23 24; 18 25 26 101. 19 27 28; 20 29 30; 21 12 31; 22 30 293; 23 30 37; 24 28 35; 25 26 33 102. 26 32 33; 27 34 35; 28 36 37; 29 38 39; 30 40 41; 31 12 172; 32 42 43 103. 33 44 45; 34 46 47; 35 48 49; 36 50 51; 37 52 53; 38 54 55; 39 56 57; 40 58 59 104. 41 60 61; 42 62 63; 43 64 65; 44 66 67; 45 68 69; 46 70 71; 47 72 73; 48 74 75 105. 49 76 77; 50 78 79; 51 80 81; 52 82 83; 53 8 83; 54 83 103; 55 81 105 106. 56 79 107; 57 77 109; 58 75 63; 59 65 121; 60 65 67; 61 77 113; 62 71 117 107. 63 71 73; 64 73 257; 65 57 123; 66 59 125; 67 51 49; 68 51 53; 69 53 129 108. 70 53 251; 71 45 249; 72 45 2; 73 49 162; 74 49 273; 75 84 85; 76 85 67 109. 77 85 119; 78 63 276; 79 86 87; 80 88 89; 81 90 91; 82 92 93; 83 10 95 110. 84 91 240; 85 89 99; 86 87 101; 87 93 41; 88 93 288; 89 94 95; 90 96 97 111. 91 98 99; 92 100 101; 93 102 103; 94 104 105; 95 106 107; 96 108 109 112. 98 112 113; 99 114 115; 100 116 117; 101 118 119; 102 120 121; 103 122 123 113. 104 124 125; 105 126 127; 106 128 129; 108 132 133; 109 134 135; 110 136 137 114. 111 138 139; 112 140 141; 113 142 143; 114 144 145; 115 146 147; 116 148 208 115. 117 150 151; 118 152 153; 119 154 155; 120 156 157; 121 158 159; 122 151 270 116. 123 160 161; 124 162 163; 125 163 245; 126 161 159; 127 163 208; 128 159 278 117. 129 143 243; 130 141 292; 131 133 175; 132 135 173; 133 135 177; 134 137 164 118. 135 164 299; 136 157 244; 137 145 147; 138 145 196; 139 147 198; 140 57 166 119. 141 166 200; 142 164 179; 143 157 181; 144 155 183; 145 155 157; 146 151 187 120. 147 153 185; 148 153 171; 149 155 168; 150 169 170; 151 170 171; 152 141 139 121. 153 172 173; 154 174 175; 155 176 177; 156 178 179; 157 180 181; 158 182 183

122. 159 184 185; 160 186 187; 162 170 192; 163 190 194; 164 191 192; 165 193 194 123. 166 195 196; 167 197 198; 168 199 200; 170 202 204; 171 203 204; 172 202 205 124. 173 205 190; 174 150 186; 175 23 2; 176 150 234; 177 148 162; 178 41 132 125. 179 132 291; 180 140 232; 182 158 160; 183 208 209; 184 133 210; 185 210 233 126. 186 211 159; 187 209 239; 188 212 238; 189 24 213; 190 75 216; 191 214 47 127. 192 215 214; 193 216 259; 194 217 216; 241 22 12; 242 38 22; 243 20 8 128. 244 29 20; 245 27 6; 246 18 27; 247 36 241; 248 25 4; 249 16 25; 250 34 16 129. 251 32 2; 252 39 31; 253 37 28; 254 35 26; 255 33 24; 256 42 174; 257 103 81 130. 258 105 79; 259 107 144; 260 109 195; 261 121 6; 262 113 260; 263 117 69 131. 264 115 61; 265 123 203; 266 125 51; 267 129 55; 268 127 45; 269 162 268 132. 270 119 69; 271 160 61; 272 95 91; 273 97 261; 274 99 87; 275 101 93 133. 276 175 135; 277 173 31; 278 177 139; 279 196 143; 280 167 161; 281 198 167 134. 282 200 167; 283 179 30; 284 181 223; 285 183 221; 286 187 153; 287 185 24 135. 288 171 168; 289 192 190; 290 194 163; 291 204 166; 292 184 23; 293 152 184 136. 294 186 152; 299 221 26; 301 223 28; 316 205 168; 322 142 277; 328 134 42 137. 329 172 134; 331 174 41; 332 203 59; 334 232 289; 341 144 77; 342 195 75 138. 369 233 263; 376 45 152; 377 234 269; 378 47 234; 379 59 55; 380 55 67 139. 381 57 73; 382 59 69; 387 93 232; 388 63 142; 411 235 153; 412 235 213 140. 422 237 137; 424 147 157; 435 238 235; 436 239 212; 437 151 238; 438 151 239 141. 439 240 97; 440 83 262; 441 85 254; 442 81 241; 443 241 18; 444 242 290 142. 445 243 282; 447 242 137; 448 244 237; 449 145 244; 450 202 147; 451 245 161 143. 452 166 245; 453 169 248; 454 169 191; 456 248 127; 457 191 247; 458 247 51 144. 459 247 193; 460 193 162; 461 249 169; 462 249 214; 463 154 182; 464 182 250 145. 465 250 25; 466 251 248; 467 154 251; 468 146 260; 469 156 180; 470 252 160 146. 471 197 259; 472 180 253; 473 253 27; 474 146 254; 475 254 79; 476 254 156 147. 477 57 199; 478 199 257; 479 136 255; 480 255 262; 481 178 29; 482 256 285 148. 483 256 258; 484 134 176; 485 255 261; 486 176 138; 487 257 115; 488 258 284

149. 489 259 73; 490 260 71; 491 261 89; 492 262 91; 493 260 197; 494 259 252 150. 495 257 252; 496 262 178; 497 258 136; 498 261 138; 536 263 211; 537 242 263

DXF IMPORT OF SURINAM STAAD 01.DXF -- PAGE NO. 4 151. 543 268 47; 544 267 268; 545 269 271; 546 270 272; 547 269 270; 548 271 148 152. 549 272 208; 550 271 272; 551 273 61; 552 273 245; 553 274 273; 554 276 160 153. 555 275 276; 556 277 158; 557 278 143; 558 277 278; 559 277 276; 560 280 63 154. 562 281 142; 563 282 286; 564 284 280; 566 285 281; 567 286 242; 568 285 286 155. 569 288 258; 571 289 256; 572 290 296; 573 289 290; 574 291 140; 575 292 133 156. 576 291 292; 577 293 39; 578 10 293; 579 293 294; 580 295 31; 581 296 141 157. 583 298 133; 584 299 139; 586 301 135; 588 298 302; 589 301 303; 590 295 310 158. 591 294 304; 592 300 305; 593 300 313; 594 302 301; 595 303 295; 596 304 300 159. 597 305 318; 598 305 312; 599 304 314; 601 307 302; 602 320 307; 603 308 301 160. 604 309 303; 605 308 309; 606 307 308; 607 310 315; 608 309 310; 610 312 307 161. 612 313 308; 613 314 309; 614 313 314; 615 312 313; 616 315 294; 617 314 315 162. 618 164 316; 619 316 300; 621 93 317; 622 317 318; 623 296 317; 624 318 319 163. 625 319 312; 626 319 320; 627 320 298 164. ELEMENT INCIDENCES SHELL 165. 499 232 132 12 10; 500 91 81 241 10; 501 91 81 142 232; 502 67 79 241 6 166. 503 69 85 79 77; 504 69 85 53 51; 505 158 160 63 142; 506 61 63 77 71 167. 507 257 71 59 57; 508 49 51 247 162; 509 148 247 249 234; 511 51 53 45 249 168. 513 45 251 25 2; 514 251 67 6 25; 516 242 164 135 133; 517 164 30 31 135 169. 518 242 137 244 143; 519 137 30 28 157; 520 145 244 157 147 170. 521 145 147 159 143; 522 245 166 167 161; 523 245 202 205 163 171. 524 208 209 212 238; 526 153 24 26 168; 527 168 157 28 26; 528 168 157 147 202 172. 529 205 168 202; 530 208 205 153 151; 531 205 168 153; 532 150 234 45 152 173. 533 152 45 2 23; 534 151 238 235 153; 535 235 153 24 213; 538 211 159 242 263 174. 539 263 210 133 242 175. START GROUP DEFINITION 176. FLOOR 177. _AZOT01 22 132 133 135 142 252 277 278 283 577 584 178. _AZOT02 130 131 133 152 276 278 575 179. _AZOT03 128 TO 130 184 TO 186 369 444 445 536 537 557 563 567 572 575 581 180. _AZOT04 134 135 152 444 447 572 581 584 181. _AZOT05 129 138 279 422 445 447 TO 449 563 567

182. _AZOT06 126 128 136 138 139 279 TO 281 424 449 557 183. _AZOT07 23 134 136 142 143 253 283 284 301 422 448 184. _AZOT08 24 143 TO 145 254 284 285 299 301 185. _AZOT09 145 149 172 316 424 450 186. _AZOT10 125 163 170 172 173 290 291 452 187. _AZOT11 141 280 282 451 452 188. _AZOT12 25 144 148 149 189 255 285 288 299 411 412 189. _AZOT13 127 148 163 173 183 187 188 288 290 316 411 435 436 190. _ENTREPISO3 7 TO 9 31 53 TO 58 83 TO 88 178 TO 180 241 TO 244 247 256 TO 260 - 191. 272 TO 275 328 329 331 334 341 342 387 388 439 440 442 479 TO 486 488 491 - 192. 492 496 TO 498 560 562 564 566 569 571 574 193. _ENTREPISO1 11 67 68 70 TO 73 174 TO 177 191 248 251 268 269 292 TO 294 376 - 194. 377 TO 378 453 454 456 TO 467 543 545 548 195. _ENTREPISO2 10 55 TO 66 68 TO 70 76 TO 78 182 190 193 245 246 249 250 258 - 196. 259 TO 267 270 271 322 332 341 342 379 TO 382 388 441 TO 443 463 TO 465 467 - 197. 468 TO 478 487 489 490 493 TO 495 554 556 198. JOINT 199. END GROUP DEFINITION 200. ELEMENT PROPERTY 201. 499 TO 509 511 513 514 516 TO 524 526 TO 535 538 539 THICKNESS 0.1 202. DEFINE MATERIAL START 203. ISOTROPIC CONCRETE 204. E 2.21466E+006 205. POISSON 0.17 206. DENSITY 2.4026

DXF IMPORT OF SURINAM STAAD 01.DXF -- PAGE NO. 5 207. ALPHA 5.5E-006 208. DAMP 0.05 209. ISOTROPIC MAMPOSTERIA 210. E 120000 211. POISSON 0.17 212. DENSITY 1.8 213. ALPHA 5.5E-006 214. DAMP 0.05 215. ISOTROPIC STEEL 216. E 2.03889E+007 217. POISSON 0.3 218. DENSITY 7.83337 219. ALPHA 6.5E-006 220. DAMP 0.03 221. ISOTROPIC CONCRETEFIC 222. E 2.21466E+007 223. POISSON 0.17 224. DENSITY 2.4026 225. ALPHA 5.5E-006 226. DAMP 0.05 227. ISOTROPIC CONCLIGTH 228. E 2.21466E+006 229. POISSON 0.17 230. DENSITY 0.001 231. ALPHA 5.5E-006 232. DAMP 0.05 233. END DEFINE MATERIAL 234. MEMBER PROPERTY AMERICAN 235. 1 TO 6 17 20 21 30 33 TO 38 40 TO 52 75 108 TO 111 113 TO 121 123 124 - 236. 150 PRIS YD 0.2 ZD 0.15 237. 7 TO 11 22 TO 25 31 54 TO 59 61 62 64 TO 66 69 TO 72 76 77 83 TO 86 126 127 - 238. 131 TO 134 138 139 141 TO 144 146 147 162 163 170 190 191 193 241 TO 268 - 239. 270 272 TO 287 289 TO 291 299 301 328 329 331 332 341 342 439 443 456 462 - 240. 466 487 489 TO 491 577 PRIS YD 0.2 ZD 0.15 241. 79 80 PRIS YD 0.3 ZD 0.3 242. 81 PRIS YD 0.4 ZD 0.2 243. 53 60 63 67 68 73 74 78 87 88 122 125 128 TO 130 135 TO 137 145 148 149 151 - 244. 152 172 TO 180 182 TO 189 269 271 288 292 TO 294 316 322 334 369 376 TO 382 - 245. 387 388 411 412 422 424 435 TO 438 444 445 448 451 482 488 536 543 545 546 - 246. 548 549 551 554 556 557 559 560 562 TO 564 566 567 569 571 572 574 575 581 - 247. 584 623 PRIS YD 0.2 ZD 0.15 248. 32 PRIS YD 0.15 ZD 7.00999 249. 154 PRIS YD 0.15 ZD 3.88999

250. 153 PRIS YD 0.15 ZD 3.24999 251. 155 PRIS YD 2.08999 ZD 0.15 252. 156 PRIS YD 0.15 ZD 3.4999 253. 92 PRIS YD 0.15 ZD 1.1875 254. 91 PRIS YD 0.15 ZD 2.225 255. 90 PRIS YD 0.15 ZD 1.2125 256. 89 PRIS YD 0.15 ZD 2.385 257. 166 167 PRIS YD 0.15 ZD 2.72999 258. 93 PRIS YD 0.909998 ZD 0.15 259. 94 PRIS YD 0.15 ZD 1.1 260. 95 101 103 PRIS YD 0.15 ZD 1.2 261. 96 99 PRIS YD 0.15 ZD 1.15 262. 98 194 PRIS YD 1.55 ZD 0.15

DXF IMPORT OF SURINAM STAAD 01.DXF -- PAGE NO. 6 263. 100 PRIS YD 0.799998 ZD 0.15 264. 158 PRIS YD 0.15 ZD 3.39999 265. 157 PRIS YD 0.15 ZD 3.40999 266. 192 PRIS YD 0.15 ZD 3.49999 267. 105 PRIS YD 3.74499 ZD 0.15 268. 104 PRIS YD 1.15 ZD 0.15 269. 106 PRIS YD 0.469999 ZD 0.15 270. 102 PRIS YD 0.15 ZD 2.55999 271. 164 PRIS YD 0.999998 ZD 0.15 272. 165 PRIS YD 0.15 ZD 2.26 273. 171 PRIS YD 0.15 ZD 1.625 274. 168 PRIS YD 1.78 ZD 0.15 275. 29 PRIS YD 3.91021 ZD 0.15 276. 28 PRIS YD 4.42999 ZD 0.15 277. 27 PRIS YD 3.11999 ZD 0.15 278. 26 PRIS YD 3.92999 ZD 0.15 279. 12 13 PRIS YD 2.83499 ZD 0.15 280. 14 PRIS YD 3.38499 ZD 0.15 281. 15 PRIS YD 2.63999 ZD 0.15 282. 16 PRIS YD 3.15022 ZD 0.15 283. 159 PRIS YD 0.15 ZD 3.49999 284. 160 PRIS YD 0.15 ZD 3.68999 285. 580 583 586 618 622 PRIS YD 0.4 ZD 0.4 286. MEMBER PROPERTY AMERICAN 287. 440 TO 442 447 449 450 452 TO 454 457 TO 461 463 TO 465 467 TO 481 - 288. 483 TO 486 492 TO 498 537 PRIS YD 0.2 ZD 0.15 289. MEMBER PROPERTY AMERICAN 290. 544 547 550 PRIS YD 1.2 ZD 0.15 291. 552 553 PRIS YD 3.15 ZD 0.15 292. 555 558 PRIS YD 1.47 ZD 0.15 293. 82 112 568 573 PRIS YD 0.8 ZD 0.15 294. 576 PRIS YD 0.6 ZD 0.15 295. MEMBER PROPERTY AMERICAN 296. 18 19 39 140 PRIS YD 0.15 ZD 0.2 297. 578 588 TO 597 603 607 612 616 619 621 624 626 627 TABLE ST W10X30 298. MEMBER PROPERTY AMERICAN 299. 579 PRIS YD 0.5 ZD 0.5 300. MEMBER PROPERTY AMERICAN 301. 598 599 601 604 610 613 TABLE ST W8X21 302. 602 605 606 608 614 615 617 625 TABLE ST TUBE TH 0.0048 WT 0.102 DT 0.102 303. CONSTANTS 304. MATERIAL CONCRETE MEMB 1 TO 6 17 TO 21 30 33 TO 52 75 79 TO 81 108 TO 111 - 305. 113 TO 121 123 124 140 150 474 476 485 498 573 576 579 580 583 586 618 622 306. MATERIAL MAMPOSTERIA MEMB 12 TO 16 26 TO 29 32 82 89 TO 96 98 TO 106 112 153 -

307. 154 TO 160 164 TO 168 171 192 194 544 547 550 552 553 555 558 568 573 576 308. MATERIAL CONCLIGTH MEMB 499 TO 509 511 513 514 516 TO 524 526 TO 535 538 539 309. MATERIAL CONCRETEFIC MEMB 7 TO 11 22 TO 25 31 53 TO 74 76 TO 78 83 TO 88 122 - 310. 125 TO 139 141 TO 149 151 152 162 163 170 172 TO 180 182 TO 191 193 - 311. 241 TO 294 299 301 316 322 328 329 331 332 334 341 342 369 376 TO 382 387 - 312. 388 411 412 422 424 435 TO 445 447 TO 454 456 TO 498 536 537 543 545 546 - 313. 548 549 551 554 556 557 559 560 562 TO 564 566 567 569 571 572 574 575 577 - 314. 581 584 623 315. MATERIAL STEEL MEMB 578 588 TO 599 601 TO 608 610 612 TO 617 619 621 624 TO 627 316. SUPPORTS 317. 1 3 5 7 9 11 13 15 17 19 21 40 43 44 46 48 50 52 54 56 58 60 62 64 66 68 70 - 318. 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 112 114 116 -

DXF IMPORT OF SURINAM STAAD 01.DXF -- PAGE NO. 7 319. 118 120 122 124 126 128 215 217 267 274 275 FIXED 320. ***PESO PROPIO 321. MEMBER RELEASE 322. 592 602 605 606 608 614 615 617 625 START MPX 0.99 MPY 0.99 MPZ 0.99 323. 596 602 605 606 608 614 615 617 625 END MPX 0.99 MPY 0.99 MPZ 0.99 324. LOAD 1 LOADTYPE NONE TITLE LOAD CASE 1 PESO PROPIO 325. SELFWEIGHT Y -1 326. ***CARGA MUERTA 327. LOAD 2 LOADTYPE NONE TITLE LOAD CASE 2 CARGA MUERTA 328. FLOOR LOAD 329. _AZOT01 FLOAD -0.416 GY **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. 330. _AZOT02 FLOAD -0.416 GY 331. _AZOT03 FLOAD -0.416 GY 332. _AZOT04 FLOAD -0.416 GY 333. _AZOT05 FLOAD -0.416 GY 334. _AZOT06 FLOAD -0.416 GY 335. _AZOT07 FLOAD -0.416 GY 336. _AZOT08 FLOAD -0.416 GY 337. _AZOT09 FLOAD -0.416 GY 338. _AZOT10 FLOAD -0.416 GY 339. _AZOT11 FLOAD -0.416 GY 340. _AZOT12 FLOAD -0.416 GY 341. _AZOT13 FLOAD -0.416 GY 342. **PESO DE MURO EXISTENTE 343. MEMBER LOAD 344. 22 TO 25 125 131 132 139 141 170 183 185 TO 189 252 TO 255 276 277 281 282 - 345. 291 369 412 435 436 450 451 536 577 UNI GY -0.34 346. FLOOR LOAD 347. _ENTREPISO3 FLOAD -0.32 GY 348. _ENTREPISO1 FLOAD -0.32 GY 349. _ENTREPISO2 FLOAD -0.32 GY 350. ***MASA DE TINACOS Y ACCESORIOS 351. LOAD 3 LOADTYPE NONE TITLE LOAD CASE 3 TINACOS Y ACCESORIOS 352. **PESO DE TINACO DE 450 LTS 353. **EN CUATRO APOYOS (0.450 TN/M) /4= 0.1125 TN/M 354. JOINT LOAD 355. 143 145 TO 147 159 244 278 282 286 290 FY -0.1125 356. ***MASA PESO EQUIPO 357. LOAD 4 LOADTYPE NONE TITLE LOAD CASE 4 EQUIPOS 358. MEMBER LOAD 359. *PESO REJILLA IRVING 360. 590 607 616 UNI GY -0.025

361. 593 598 599 601 603 604 610 612 613 UNI GY -0.05 362. *PESO EQUIPO TX CARRIER ETHERNET W=750 KG/ML

DXF IMPORT OF SURINAM STAAD 01.DXF -- PAGE NO. 8 363. **EN CUATRO APOYOS (0.750 TN/M) /4= 0.1875 TN/M 364. **PESO EQUIPO LTE W=750 KG/ML 365. **EN CUATRO APOYOS (0.750 TN/M) /4= 0.1875 TN/M 366. **PESO EQUIPO UMTS W=750 KG/M 367. **EN CUATRO APOYOS (0.750 TN/M) /4= 0.1875 TN/M 368. 602 605 606 608 614 615 617 CON GY -0.2 0.63 369. 625 CON GY -0.2 0.571813 370. 602 605 606 608 614 615 617 CON GY -0.2 1.2 371. 625 CON GY -0.2 1.14181 372. *PESO CAMA GUIA DE ONDA, (100 KG/ML) 373. 588 TO 590 594 595 607 616 UNI GY -0.1 374. *PESO EQUIPO NQOD W=600 KG/M 375. 588 UNI GY -0.6 1 1.85 376. **PESO DE MASTIL DE 9.00 MTS DE ALTURA, INCLUYE ANTENAS GSM= 3000 KG 377. * 378. JOINT LOAD 379. 294 FY -3 380. ***MASA CARGA VIVA 381. LOAD 5 LOADTYPE NONE TITLE LOAD CASE 5 CARGA VIVA 382. FLOOR LOAD 383. _AZOT01 FLOAD -0.1 GY 384. _AZOT02 FLOAD -0.1 GY 385. _AZOT03 FLOAD -0.1 GY 386. _AZOT04 FLOAD -0.1 GY 387. _AZOT05 FLOAD -0.1 GY 388. _AZOT06 FLOAD -0.1 GY 389. _AZOT07 FLOAD -0.1 GY 390. _AZOT08 FLOAD -0.1 GY 391. _AZOT09 FLOAD -0.1 GY 392. _AZOT10 FLOAD -0.1 GY 393. _AZOT11 FLOAD -0.1 GY 394. _AZOT12 FLOAD -0.1 GY 395. _AZOT13 FLOAD -0.1 GY 396. _ENTREPISO3 FLOAD -0.17 GY 397. _ENTREPISO1 FLOAD -0.17 GY 398. _ENTREPISO2 FLOAD -0.17 GY 399. MEMBER LOAD 400. 590 607 616 UNI GY -0.1 401. 593 598 599 601 603 604 610 612 613 UNI GY -0.2 402. ***SISMO EN X 403. LOAD 6 LOADTYPE NONE TITLE LOAD CASE 6 SISMO EN X 404. * 405. **MASA EN SENTIDO EN X 406. * 407. ***PESO PROPIO 408. SELFWEIGHT X -1 409. ***CARGA MUERTA 410. FLOOR LOAD 411. _AZOT01 FLOAD -0.416 GX 412. _AZOT02 FLOAD -0.416 GX

DXF IMPORT OF SURINAM STAAD 01.DXF -- PAGE NO. 9 413. _AZOT03 FLOAD -0.416 GX 414. _AZOT04 FLOAD -0.416 GX 415. _AZOT05 FLOAD -0.416 GX 416. _AZOT06 FLOAD -0.416 GX 417. _AZOT07 FLOAD -0.416 GX 418. _AZOT08 FLOAD -0.416 GX 419. _AZOT09 FLOAD -0.416 GX 420. _AZOT10 FLOAD -0.416 GX 421. _AZOT11 FLOAD -0.416 GX 422. _AZOT12 FLOAD -0.416 GX 423. _AZOT13 FLOAD -0.416 GX 424. _ENTREPISO3 FLOAD -0.32 GX 425. _ENTREPISO1 FLOAD -0.32 GX 426. _ENTREPISO2 FLOAD -0.32 GX 427. ***MASA DE TINACOS Y ACCESORIOS 428. **PESO DE TINACO DE 450 LTS 429. **EN CUATRO APOYOS (0.450 TN/M) /4= 0.1125 TN/M 430. JOINT LOAD 431. 143 145 TO 147 159 244 278 282 286 290 FX -0.1125 432. ***MASA PESO EQUIPO 433. MEMBER LOAD 434. *PESO REJILLA IRVING 435. 590 607 616 UNI GX -0.025 436. 593 598 599 601 603 604 610 612 613 UNI GX -0.05 437. *PESO EQUIPO TX CARRIER ETHERNET W=750 KG/ML 438. **EN CUATRO APOYOS (0.750 TN/M) /4= 0.1875 TN/M 439. **PESO EQUIPO LTE W=750 KG/ML 440. **EN CUATRO APOYOS (0.750 TN/M) /4= 0.1875 TN/M 441. **PESO EQUIPO UMTS W=750 KG/M 442. **EN CUATRO APOYOS (0.750 TN/M) /4= 0.1875 TN/M 443. 602 605 606 608 614 615 617 CON GX -0.2 0.63 444. 625 CON GX -0.2 0.571813 445. 602 605 606 608 614 615 617 CON GX -0.2 1.2 446. 625 CON GX -0.2 1.14181 447. *PESO CAMA GUIA DE ONDA, (100 KG/ML) 448. 588 TO 590 594 595 607 616 UNI GX -0.1 449. *PESO EQUIPO NQOD W=600 KG/M 450. 588 UNI GX -0.6 1 1.85 451. **PESO DE MASTIL DE 9.00 MTS DE ALTURA, INCLUYE ANTENAS GSM= 3000 KG 452. * 453. JOINT LOAD 454. 294 FX -3 455. ***MASA CARGA VIVA 456. FLOOR LOAD 457. _AZOT01 FLOAD -0.1 GX 458. _AZOT02 FLOAD -0.1 GX 459. _AZOT03 FLOAD -0.1 GX 460. _AZOT04 FLOAD -0.1 GX 461. _AZOT05 FLOAD -0.1 GX 462. _AZOT06 FLOAD -0.1 GX

463. _AZOT07 FLOAD -0.1 GX 464. _AZOT08 FLOAD -0.1 GX 465. _AZOT09 FLOAD -0.1 GX

DXF IMPORT OF SURINAM STAAD 01.DXF -- PAGE NO. 10 466. _AZOT10 FLOAD -0.1 GX 467. _AZOT11 FLOAD -0.1 GX 468. _AZOT12 FLOAD -0.1 GX 469. _AZOT13 FLOAD -0.1 GX 470. _ENTREPISO3 FLOAD -0.17 GX 471. _ENTREPISO1 FLOAD -0.17 GX 472. _ENTREPISO2 FLOAD -0.17 GX 473. * 474. ***MASA EN SENTIDO Z 475. * 476. ***PESO PROPIO 477. SELFWEIGHT Z -1 478. ***CARGA MUERTA 479. FLOOR LOAD 480. _AZOT01 FLOAD -0.416 GZ 481. _AZOT02 FLOAD -0.416 GZ 482. _AZOT03 FLOAD -0.416 GZ 483. _AZOT04 FLOAD -0.416 GZ 484. _AZOT05 FLOAD -0.416 GZ 485. _AZOT06 FLOAD -0.416 GZ 486. _AZOT07 FLOAD -0.416 GZ 487. _AZOT08 FLOAD -0.416 GZ 488. _AZOT09 FLOAD -0.416 GZ 489. _AZOT10 FLOAD -0.416 GZ 490. _AZOT11 FLOAD -0.416 GZ 491. _AZOT12 FLOAD -0.416 GZ 492. _AZOT13 FLOAD -0.416 GZ 493. _ENTREPISO3 FLOAD -0.17 GZ 494. _ENTREPISO1 FLOAD -0.17 GZ 495. _ENTREPISO2 FLOAD -0.17 GZ 496. ***MASA DE TINACOS Y ACCESORIOS 497. **PESO DE TINACO DE 450 LTS 498. **EN CUATRO APOYOS (0.450 TN/M) /4= 0.1125 TN/M 499. JOINT LOAD 500. 143 145 TO 147 159 244 278 282 286 290 FZ -0.1125 501. ***MASA PESO EQUIPO 502. MEMBER LOAD 503. *PESO REJILLA IRVING 504. 590 607 616 UNI GZ -0.025 505. 593 598 599 601 603 604 610 612 613 UNI GZ -0.05 506. *PESO EQUIPO TX CARRIER ETHERNET W=750 KG/ML 507. **EN CUATRO APOYOS (0.750 TN/M) /4= 0.1875 TN/M 508. **PESO EQUIPO LTE W=750 KG/ML 509. **EN CUATRO APOYOS (0.750 TN/M) /4= 0.1875 TN/M 510. **PESO EQUIPO UMTS W=750 KG/M 511. **EN CUATRO APOYOS (0.750 TN/M) /4= 0.1875 TN/M 512. 602 605 606 608 614 615 617 CON GZ -0.2 0.63 513. 625 CON GZ -0.2 0.571813 514. 602 605 606 608 614 615 617 CON GZ -0.2 1.2 515. 625 CON GZ -0.2 1.14181 516. *PESO CAMA GUIA DE ONDA, (100 KG/ML)

517. 588 TO 590 594 595 607 616 UNI GZ -0.1 518. *PESO EQUIPO NQOD W=600 KG/M

DXF IMPORT OF SURINAM STAAD 01.DXF -- PAGE NO. 11 519. 588 UNI GZ -0.6 1 1.85 520. **PESO DE MASTIL DE 9.00 MTS DE ALTURA, INCLUYE ANTENAS GSM= 3000 KG 521. * 522. JOINT LOAD 523. 294 FZ -3 524. ***MASA CARGA VIVA 525. FLOOR LOAD 526. _AZOT01 FLOAD -0.1 GZ 527. _AZOT02 FLOAD -0.1 GZ 528. _AZOT03 FLOAD -0.1 GZ 529. _AZOT04 FLOAD -0.1 GZ 530. _AZOT05 FLOAD -0.1 GZ 531. _AZOT06 FLOAD -0.1 GZ 532. _AZOT07 FLOAD -0.1 GZ 533. _AZOT08 FLOAD -0.1 GZ 534. _AZOT09 FLOAD -0.1 GZ 535. _AZOT10 FLOAD -0.1 GZ 536. _AZOT11 FLOAD -0.1 GZ 537. _AZOT12 FLOAD -0.1 GZ 538. _AZOT13 FLOAD -0.1 GZ 539. _ENTREPISO3 FLOAD -0.17 GZ 540. _ENTREPISO1 FLOAD -0.17 GZ 541. _ENTREPISO2 FLOAD -0.17 GZ 542. * 543. ******************************************************************************* 544. ******************************************************************************* 545. * ESPECTRO DE DISEÑO 546. * MANUAL DE OBRAS CIVILES DE CFE VER 93 547. * SUELO TIPO II 548. * ESTRUCTURA CLASE "A" 549. ******************************************************************************* 550. SPECTRUM SRSS X 1 ACC SCALE 9.81 DAMP 0.05 LIN 551. ******************************************************************************* 552. ******************************************************************************* 553. ** 554. **SISMO EN Y 555. ** 556. ** 557. **

558. 0 0.09; 0.1 0.13; 0.2 0.2; 0.3 0.2; 0.4 0.2; 0.5 0.2; 0.6 0.2; 0.7 0.2 559. 0.8 0.2; 0.9 0.2; 1 0.2; 1.1 0.2; 1.2 0.2; 1.3 0.2; 1.4 0.2; 1.5 0.2 560. 1.6 0.192; 1.7 0.184; 1.8 0.177; 1.9 0.171; 2 0.165; 2.1 0.16; 2.2 0.155 561. 2.3 0.15; 2.4 0.146; 2.5 0.142; 2.6 0.139; 2.7 0.135; 2.8 0.132; 2.9 0.129 562. 3 0.126; 3.1 0.123; 3.2 0.121; 3.3 0.118; 3.4 0.116; 3.5 0.114; 3.6 0.112 563. 3.7 0.11; 3.8 0.108; 3.9 0.106; 4 0.104; 4.1 0.102; 4.2 0.101 564. LOAD 7 LOADTYPE NONE TITLE LOAD CASE 7 SISMO EN Z 565. ******************************************************************************* 566. ******************************************************************************* 567. * ESPECTRO DE DISEÑO 568. * MANUAL DE OBRAS CIVILES DE CFE VER 93 569. * SUELO TIPO II 570. * ESTRUCTURA CLASE "A" 571. *******************************************************************************

DXF IMPORT OF SURINAM STAAD 01.DXF -- PAGE NO. 12 572. SPECTRUM SRSS Z 1 ACC SCALE 9.81 DAMP 0.05 LIN 573. ******************************************************************************* 574. ******************************************************************************* 575. ******************************************************************************* 576. ******************************************************************************* 577. *************************************** 578. *************************************** 579. *************************************** 580. 0 0.09; 0.1 0.13; 0.2 0.2; 0.3 0.2; 0.4 0.2; 0.5 0.2; 0.6 0.2; 0.7 0.2 581. 0.8 0.2; 0.9 0.2; 1 0.2; 1.1 0.2; 1.2 0.2; 1.3 0.2; 1.4 0.2; 1.5 0.2 582. 1.6 0.192; 1.7 0.184; 1.8 0.177; 1.9 0.171; 2 0.165; 2.1 0.16; 2.2 0.155 583. 2.3 0.15; 2.4 0.146; 2.5 0.142; 2.6 0.139; 2.7 0.135; 2.8 0.132; 2.9 0.129 584. 3 0.126; 3.1 0.123; 3.2 0.121; 3.3 0.118; 3.4 0.116; 3.5 0.114; 3.6 0.112 585. 3.7 0.11; 3.8 0.108; 3.9 0.106; 4 0.104; 4.1 0.102; 4.2 0.101 586. LOAD 8 LOADTYPE NONE TITLE LOAD CASE 8. 8-11-1.0 (PP+CM+CV) 587. JOINT LOAD 588. 294 FX -0.011 FY -3.221 FZ -0.047 MX -0.047 589. 295 FX 0.01291 FY -0.074 FZ 0.01289 590. 300 316 FX -0.012 FY -0.0735 FZ 0.012 591. LOAD 9 LOADTYPE NONE TITLE LOAD CASE 9. 9-12-1.0 (PP+CM+CV+V) 592. JOINT LOAD 593. 294 FX 0.365 FY -0.265 FZ 0.013 MX 0.038 MY 0.037 MZ 1.095 594. 295 FX -0.696 FY 3.43 FZ -0.696 595. 300 316 FX 0.696 FY 3.7 FZ -0.684 596. LOAD 10 LOADTYPE NONE TITLE LOAD CASE 10. 10-13-1.0 (PP+CM+CV+ -SX) 597. JOINT LOAD 598. 294 FX 0.44 FY -4.607 FZ 0.039 MX 0.121 MY 0.032 MZ 1.202 599. 295 FX 0.816 FY -4.09 FZ 0.818 600. 300 316 FX 0.216 FY 1.13 FZ -0.24 601. LOAD 11 LOADTYPE NONE TITLE LOAD CASE 11-14-1.0(PP+CM+CV+ -SZ) 602. JOINT LOAD 603. 294 FX 0.533 FY 0.256 FZ 0.017 MX 0.047 MY 0.055 MZ 1.596 604. 295 FX 0.82 FY -4.08 FZ 0.82 605. 300 316 FX -0.25 FY -1.2 FZ 0.24 606. LOAD 12 LOADTYPE NONE TITLE LOAD CASE 12-15-1.5(PP+CM+CV+V) 607. JOINT LOAD

608. 294 FX -0.0005 FY -5.4 FZ 0.092 609. 295 FX -0.26 FY 1.5 FZ -0.26 610. 300 316 FX 0.26 FY 1.5 FZ -0.26 611. LOAD 13 LOADTYPE NONE TITLE LOAD CASE 13-16-1.1(PP+CM+CV+ -SX) 612. JOINT LOAD 613. 294 FX -0.1927 FY 0.3 FZ -0.13 MX -0.0004 614. 295 FX 0.82 FY -4.08 FZ 0.82 615. 300 316 FX 0.22 FY 0 FZ -0.22 616. LOAD 14 LOADTYPE NONE TITLE LOAD CASE 14-17-1.1(PP+CM+CV+ -SZ) 617. JOINT LOAD 618. 294 FX -0.0882 FY 2.76 FZ -0.22 MX -0.0007 619. 295 FX 0.82 FY -4.09 FZ 0.82 620. 300 316 FX -0.26 FY -1.3 FZ 0.22 621. LOAD 15 LOADTYPE NONE TITLE LOAD CASE 15-18-1.1(PP+CM+CV) 622. JOINT LOAD 623. 294 FX -0.0006 FY -2.11 FZ -0.02 624. 295 FX 0.0096 FY -0.07 FZ 0.0196 625. 300 316 FX -0.0109 FY -0.07 FZ 0.019 626. LOAD 16 LOADTYPE NONE TITLE LOAD CASE 16-19-1.0(PP+CM+CV+V) 627. JOINT LOAD

DXF IMPORT OF SURINAM STAAD 01.DXF -- PAGE NO. 13 628. 294 FY -7.29 FZ 0.22 MX 0.0007 629. 295 FX -0.52 FY 2.59 FZ -0.51 630. 300 316 FX 0.51 FY 2.73 FZ -0.51 631. LOAD 17 LOADTYPE NONE TITLE LOAD CASE 17-20-1.0(PP+CM+CV+ -SX) 632. JOINT LOAD 633. 294 FX -0.16 FY 0.22 FZ -0.0833 MX -0.0003 MZ 0.0005 634. 295 FX 0.612 FY -3.07 FZ 0.624 635. 300 316 FX 0.16 FY 0.852 FZ -0.15 636. LOAD 18 LOADTYPE NONE TITLE LOAD CASE 18-21-1.0(PP+CM+CV+ -SZ) 637. JOINT LOAD 638. 294 FX -0.06617 FY 2.06 FZ -0.15 MX -0.0005 MZ 0.0003 639. 295 FX 0.7 FY -3.1 FZ 0.7 640. 300 316 FX -0.18 FY -1.1 FZ 0.17 641. LOAD COMB 101 GRAVITACIONAL 1.0(PP+CM+ACCESORIOS+EQUIPO) 642. 1 1.0 2 1.0 4 1.0 5 1.0 643. LOAD COMB 102 SISMO EN X 1.0 (PP+CM+ACCESORIOS+EQUIPO) + 1.0 SX + 0.3 SZ 644. 1 1.0 2 1.0 4 1.0 5 0.7 6 1.0 7 0.3 645. LOAD COMB 103 SISMO EN Y 1.0 (PP+CM+ACCESORIOS+EQUIPO) + 0.3 SX + 1.0 SZ 646. 1 1.0 2 1.0 4 1.0 5 0.7 6 0.3 7 1.0 647. LOAD COMB 104 SISMO EN X 1.0 (PP+CM+ACCESORIOS+EQUIPO) - 1.0 SX - 0.3 SZ 648. 1 1.0 2 1.0 4 1.0 5 0.7 6 -1.0 7 -0.3 649. LOAD COMB 105 SISMO EN Y 1.0 (PP+CM+ACCESORIOS+EQUIPO) - 0.3 SX - 1.0 SZ 650. 1 1.0 2 1.0 4 1.0 5 0.7 6 -0.3 7 -1.0 651. LOAD COMB 106 SISMO EN X 1.0 (PP+CM+ACCESORIOS+EQUIPO) - 1.0 SX + 0.3 SZ 652. 1 1.0 2 1.0 4 1.0 5 0.7 6 -1.0 7 0.3 653. LOAD COMB 107 SISMO EN Y 1.0 (PP+CM+ACCESORIOS+EQUIPO) - 0.3 SX + 1.0 SZ 654. 1 1.0 2 1.0 4 1.0 5 0.7 6 -0.3 7 1.0 655. LOAD COMB 108 SISMO EN X 1.0 (PP+CM+ACCESORIOS+EQUIPO) + 1.0 SX - 0.3 SZ 656. 1 1.0 2 1.0 4 1.0 5 0.7 6 1.0 7 -0.3 657. LOAD COMB 109 SISMO EN Y 1.0 (PP+CM+ACCESORIOS+EQUIPO) + 0.3 SX - 1.0 SZ 658. 1 1.0 2 1.0 4 1.0 5 0.7 6 0.3 7 -1.0 659. ** 660. * 661. * COMBINACIONES PARA DISEÑO DE ELEMENTOS DE ACERO 662. LOAD COMB 201 GRAVITACIONAL 1.0(PP+CM+ACCESORIOS+EQUIPO) 663. 1 1.0 2 1.0 3 1.0 4 1.0 5 1.0 664. LOAD COMB 202 SISMO EN X 0.75 (PP+CM+ACCESORIOS+EQUIPO) + 0.75SX+0.25SZ 665. 1 0.75 2 0.75 3 0.75 4 0.75 5 0.45 6 0.75 7 0.25 666. LOAD COMB 203 SISMO EN Y 0.75 (PP+CM+ACCESORIOS+EQUIPO) + 0.25SX+0.75SZ

667. 1 0.75 2 0.75 3 0.75 4 0.75 5 0.45 6 0.25 7 0.75 668. LOAD COMB 204 SISMO EN X 0.75 (PP+CM+ACCESORIOS+EQUIPO) - 0.75SX-0.25SZ 669. 1 0.75 2 0.75 3 0.75 4 0.75 5 0.45 6 -0.75 7 -0.25 670. LOAD COMB 205 SISMO EN Y 0.75 (PP+CM+ACCESORIOS+EQUIPO) - 0.25SX-0.75SZ 671. 1 0.75 2 0.75 3 0.75 4 0.75 5 0.45 6 -0.25 7 -0.75 672. LOAD COMB 206 SISMO EN X 0.75 (PP+CM+ACCESORIOS+EQUIPO) - 0.75SX+0.25SZ 673. 1 0.75 2 0.75 3 0.75 4 0.75 5 0.45 6 -0.75 7 0.25 674. LOAD COMB 207 SISMO EN Y 0.75 (PP+CM+ACCESORIOS+EQUIPO) - 0.25SX+0.75SZ 675. 1 0.75 2 0.75 3 0.75 4 0.75 5 0.45 6 -0.25 7 0.75 676. LOAD COMB 208 SISMO EN X 0.75 (PP+CM+ACCESORIOS+EQUIPO) + 0.75SX-0.25SZ 677. 1 0.75 2 0.75 3 0.75 4 0.75 5 0.45 6 0.75 7 -0.25 678. LOAD COMB 209 SISMO EN Y 0.75 (PP+CM+ACCESORIOS+EQUIPO) + 0.25SX-0.75SZ 679. 1 0.75 2 0.75 3 0.75 4 0.75 5 0.45 6 0.25 7 -0.75 680. ** 681. * 682. ** COMBINACIONES PARA DISEÑO DE ELEMENTOS DE CONCRETO 683. LOAD COMB 301 GRAVITACIONAL 1.4(PP+CM+ACCESORIOS+EQUIPO)

DXF IMPORT OF SURINAM STAAD 01.DXF -- PAGE NO. 14 684. 1 1.4 2 1.4 4 1.4 5 1.4 685. LOAD COMB 302 SISMO EN X 1.1 (PP+CM+ACCESORIOS+EQUIPO) + 1.1 SX + 0.33SZ 686. 1 1.1 2 1.1 4 1.1 5 0.77 6 1.1 7 0.33 687. LOAD COMB 303 SISMO EN Y 1.1 (PP+CM+ACCESORIOS+EQUIPO) + 0.33 SX + 1.1SZ 688. 1 1.1 2 1.1 4 1.1 5 0.77 6 0.33 7 1.1 689. LOAD COMB 304 SISMO EN X 1.1 (PP+CM+ACCESORIOS+EQUIPO) - 1.1 SX - 0.33SZ 690. 1 1.1 2 1.1 4 1.1 5 0.77 6 -1.1 7 -0.33 691. LOAD COMB 305 SISMO EN Y 1.1 (PP+CM+ACCESORIOS+EQUIPO) - 0.33 SX - 1.1SZ 692. 1 1.1 2 1.1 4 1.1 5 0.77 6 -0.33 7 -1.1 693. LOAD COMB 306 SISMO EN X 1.1 (PP+CM+ACCESORIOS+EQUIPO) - 1.1 SX + 0.33SZ 694. 1 1.1 2 1.1 4 1.1 5 0.77 6 -1.1 7 0.33 695. LOAD COMB 307 SISMO EN Y 1.1 (PP+CM+ACCESORIOS+EQUIPO) - 0.33 SX + 1.1SZ 696. 1 1.1 2 1.1 4 1.1 5 0.77 6 -0.33 7 1.1 697. LOAD COMB 308 SISMO EN X 1.1 (PP+CM+ACCESORIOS+EQUIPO) + 1.1 SX - 0.33SZ 698. 1 1.1 2 1.1 4 1.1 5 0.77 6 1.1 7 -0.33 699. LOAD COMB 309 SISMO EN Y 1.1 (PP+CM+ACCESORIOS+EQUIPO) + 0.33 SX - 1.1SZ 700. 1 1.1 2 1.1 4 1.1 5 0.77 6 0.33 7 -1.1 701. ** COMBINACIONES PARA DISEÑO DE DADO 702. LOAD COMBINATION 310 703. 1 1.0 2 1.0 3 1.0 5 1.0 8 1.0 704. LOAD COMBINATION 311 705. 1 1.0 2 1.0 3 1.0 5 1.0 9 1.0 706. LOAD COMBINATION 312 707. 1 1.0 2 1.0 3 1.0 5 1.0 10 1.0 708. LOAD COMBINATION 313 709. 1 1.0 2 1.0 3 1.0 5 1.0 11 1.0 710. LOAD COMBINATION 314 711. 1 1.0 2 1.0 3 1.0 5 1.0 12 1.0 712. LOAD COMBINATION 315 713. 1 1.0 2 1.0 3 1.0 5 1.0 13 1.0 714. LOAD COMBINATION 316 715. 1 1.0 2 1.0 3 1.0 5 1.0 14 1.0 716. LOAD COMBINATION 317 717. 1 1.0 2 1.0 3 1.0 5 1.0 15 1.0 718. LOAD COMBINATION 318 719. 1 1.0 2 1.0 3 1.0 5 1.0 16 1.0 720. LOAD COMBINATION 319 721. 1 1.0 2 1.0 3 1.0 5 1.0 17 1.0 722. LOAD COMBINATION 320 723. 1 1.0 2 1.0 3 1.0 5 1.0 18 1.0 724. PERFORM ANALYSIS �

** WARNING ** A SOFT MATERIAL WITH (1.0 / 1.846E+01) TIMES THE STIFFNESS OF CONCRETE ENTERED. PLEASE CHECK. �

DXF IMPORT OF SURINAM STAAD 01.DXF -- PAGE NO. 15 � P R O B L E M S T A T I S T I C S ----------------------------------- NUMBER OF JOINTS 285 NUMBER OF MEMBERS 407 NUMBER OF PLATES 35 NUMBER OF SOLIDS 0 NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 60 SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER ORIGINAL/FINAL BAND-WIDTH= 251/ 49/ 234 DOF TOTAL PRIMARY LOAD CASES = 18, TOTAL DEGREES OF FREEDOM = 1350 TOTAL LOAD COMBINATION CASES = 38 SO FAR. SIZE OF STIFFNESS MATRIX = 316 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 18.7/ 113636.4 MB � � ***NOTE: MASSES DEFINED UNDER LOAD# 6 WILL FORM THE FINAL MASS MATRIX FOR DYNAMIC ANALYSIS. � * 11 TRIVIAL MASS TERMS SET TO ZERO. EIGEN METHOD : SUBSPACE ------------------------- NUMBER OF MODES REQUESTED = 6 NUMBER OF EXISTING MASSES IN THE MODEL = 456 NUMBER OF MODES THAT WILL BE USED = 6 � �*** EIGENSOLUTION : SUBSPACE METHOD ***

DXF IMPORT OF SURINAM STAAD 01.DXF -- PAGE NO. 16 CALCULATED FREQUENCIES FOR LOAD CASE 6 MODE FREQUENCY(CYCLES/SEC) PERIOD(SEC) ACCURACY 1 5.160 0.19379 8.652E-16 2 5.556 0.18000 1.866E-16 3 6.174 0.16197 1.209E-15 4 9.610 0.10406 6.607E-11 5 13.394 0.07466 4.702E-08 6 13.487 0.07414 3.763E-07

DXF IMPORT OF SURINAM STAAD 01.DXF -- PAGE NO. 17 The following Frequencies are estimates that were calculated. These are for information only and will not be used. Remaining values are either above the cut off mode/freq values or are of low accuracy. To use these frequencies, rerun with a higher cutoff mode (or mode + freq) value. CALCULATED FREQUENCIES FOR LOAD CASE 6 MODE FREQUENCY(CYCLES/SEC) PERIOD(SEC) ACCURACY 7 14.232 0.07026 1.202E-06 8 14.445 0.06923 1.386E-07 9 15.356 0.06512 7.518E-06 10 16.927 0.05908 6.712E-05 11 17.468 0.05725 6.829E-07 12 18.651 0.05362 1.143E-05 C O M P O S I T E D A M P I N G SUMMARY MODE STRAIN ENERGY DAMP*ENERGY COMPOSITE DAMPING 1 1.920695E+02 9.577213E+00 0.0499 2 2.395138E+02 1.182095E+01 0.0494 3 2.367633E+02 1.166131E+01 0.0493 4 2.061014E+01 6.573199E-01 0.0319 5 6.652081E+02 3.263424E+01 0.0491 6 7.076455E+01 2.970862E+00 0.0420 � � RESPONSE SPECTRUM LOAD 6 RESPONSE LOAD CASE 6 MODAL WEIGHT (MODAL MASS TIMES g) IN MTON GENERALIZED

MODE X Y Z WEIGHT 1 2.389595E+01 2.339857E-17 1.286745E+02 6.399471E+01 2 1.252917E+02 6.185614E-16 3.852872E+01 6.884886E+01 3 3.541190E+01 3.312397E-17 5.933623E+00 5.510377E+01 4 2.333348E+00 6.890321E-18 2.246393E-02 1.979939E+00 5 5.943294E+00 2.752924E-16 1.110281E+01 3.289881E+01 6 1.026913E+01 9.644774E-16 6.821166E+00 3.451360E+00

DXF IMPORT OF SURINAM STAAD 01.DXF -- PAGE NO. 18 SRSS MODAL COMBINATION METHOD USED. DYNAMIC WEIGHT X Y Z 2.165637E+02 5.953411E-06 2.007679E+02 MTON MISSING WEIGHT X Y Z -1.341831E+01 -5.953411E-06 -9.684643E+00 MTON MODAL WEIGHT X Y Z 2.031454E+02 1.921744E-15 1.910832E+02 MTON MODE ACCELERATION-G DAMPING ---- -------------- ------- 1 0.19572 0.05000 2 0.18606 0.05000 3 0.17343 0.05000 4 0.13289 0.05000 5 0.11980 0.05000 6 0.11959 0.05000 � �MODAL BASE ACTIONS MODAL BASE ACTIONS FORCES IN MTON LENGTH IN METE ----------------------------------------------------------- MOMENTS ARE ABOUT THE ORIGIN MODE PERIOD FX FY FZ MX MY MZ 1 0.194 4.68 -0.00 -10.85 -46.14 33.78 -19.85 2 0.180 23.31 0.00 12.93 59.58 -221.80 -100.74 3 0.162 6.14 0.00 -2.51 -14.82 59.77 -27.17 4 0.104 0.31 0.00 -0.03 -0.01 -0.91 -0.62 5 0.075 0.71 0.00 -0.97 -0.13 4.23 -0.20 6 0.074 1.23 -0.00 1.00 0.59 -12.22 -0.68

DXF IMPORT OF SURINAM STAAD 01.DXF -- PAGE NO. 19 � �PARTICIPATION FACTORS MASS PARTICIPATION FACTORS IN PERCENT BASE SHEAR IN MTON -------------------------------------- ------------------ MODE X Y Z SUMM-X SUMM-Y SUMM-Z X Y Z 1 11.03 0.00 64.09 11.034 0.000 64.091 4.68 0.00 0.00 2 57.85 0.00 19.19 68.889 0.000 83.282 23.31 0.00 0.00 3 16.35 0.00 2.96 85.240 0.000 86.237 6.14 0.00 0.00 4 1.08 0.00 0.01 86.318 0.000 86.248 0.31 0.00 0.00 5 2.74 0.00 5.53 89.062 0.000 91.779 0.71 0.00 0.00 6 4.74 0.00 3.40 93.804 0.000 95.176 1.23 0.00 0.00 --------------------------- TOTAL SRSS SHEAR 24.60 0.00 0.00 TOTAL 10PCT SHEAR 28.72 0.00 0.00 TOTAL ABS SHEAR 36.38 0.00 0.00 � � RESPONSE SPECTRUM LOAD 7 RESPONSE LOAD CASE 7 MODAL WEIGHT (MODAL MASS TIMES g) IN MTON GENERALIZED MODE X Y Z WEIGHT 1 2.389595E+01 2.339857E-17 1.286745E+02 6.399471E+01

2 1.252917E+02 6.185614E-16 3.852872E+01 6.884886E+01 3 3.541190E+01 3.312397E-17 5.933623E+00 5.510377E+01 4 2.333348E+00 6.890321E-18 2.246393E-02 1.979939E+00 5 5.943294E+00 2.752924E-16 1.110281E+01 3.289881E+01 6 1.026913E+01 9.644774E-16 6.821166E+00 3.451360E+00 SRSS MODAL COMBINATION METHOD USED. DYNAMIC WEIGHT X Y Z 2.165637E+02 5.953411E-06 2.007679E+02 MTON MISSING WEIGHT X Y Z -1.341831E+01 -5.953411E-06 -9.684643E+00 MTON MODAL WEIGHT X Y Z 2.031454E+02 1.921744E-15 1.910832E+02 MTON

DXF IMPORT OF SURINAM STAAD 01.DXF -- PAGE NO. 20 MODE ACCELERATION-G DAMPING ---- -------------- ------- 1 0.19572 0.05000 2 0.18606 0.05000 3 0.17343 0.05000 4 0.13289 0.05000 5 0.11980 0.05000 6 0.11959 0.05000 � �MODAL BASE ACTIONS MODAL BASE ACTIONS FORCES IN MTON LENGTH IN METE ----------------------------------------------------------- MOMENTS ARE ABOUT THE ORIGIN MODE PERIOD FX FY FZ MX MY MZ 1 0.194 -10.85 0.00 25.18 107.06 -78.40 46.05 2 0.180 12.93 0.00 7.17 33.04 -123.00 -55.87 3 0.162 -2.51 -0.00 1.03 6.07 -24.46 11.12 4 0.104 -0.03 -0.00 0.00 0.00 0.09 0.06 5 0.075 -0.97 -0.00 1.33 0.17 -5.79 0.27 6 0.074 1.00 -0.00 0.82 0.48 -9.96 -0.55 � �PARTICIPATION FACTORS MASS PARTICIPATION FACTORS IN PERCENT BASE SHEAR IN MTON -------------------------------------- ------------------ MODE X Y Z SUMM-X SUMM-Y SUMM-Z X Y Z 1 11.03 0.00 64.09 11.034 0.000 64.091 0.00 0.00 25.18 2 57.85 0.00 19.19 68.889 0.000 83.282 0.00 0.00 7.17

3 16.35 0.00 2.96 85.240 0.000 86.237 0.00 0.00 1.03 4 1.08 0.00 0.01 86.318 0.000 86.248 0.00 0.00 0.00 5 2.74 0.00 5.53 89.062 0.000 91.779 0.00 0.00 1.33 6 4.74 0.00 3.40 93.804 0.000 95.176 0.00 0.00 0.82 --------------------------- TOTAL SRSS SHEAR 0.00 0.00 26.25 TOTAL 10PCT SHEAR 0.00 0.00 32.44 TOTAL ABS SHEAR 0.00 0.00 35.53 725. PARAMETER 1 726. CODE AISC 727. CHECK CODE MEMB 578 588 TO 599 601 TO 608 610 612 TO 617 625 � �STEEL DESIGN

DXF IMPORT OF SURINAM STAAD 01.DXF -- PAGE NO. 21 � STAAD.Pro CODE CHECKING - (AISC 9TH EDITION) v1.0 *********************** � � ALL UNITS ARE - MTON METE (UNLESS OTHERWISE Noted) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= � 578 ST W10X30 (AISC SECTIONS) PASS AISC- H1-3 0.283 304 5.14 C -0.14 -1.04 0.00 588 ST W10X30 (AISC SECTIONS) PASS AISC- H1-3 0.253 302 1.59 C 0.18 1.03 0.00 589 ST W10X30 (AISC SECTIONS) PASS AISC- H1-3 0.160 304 1.19 C -0.15 0.54 0.00 590 ST W10X30 (AISC SECTIONS) PASS AISC- H1-3 0.158 302 0.95 C 0.16 0.50 0.00 591 ST W10X30 (AISC SECTIONS) PASS AISC- H1-3 0.144 302 0.94 C 0.09 0.72 0.00 592 ST W10X30 (AISC SECTIONS) PASS AISC- H1-3 0.160 302 0.69 C -0.14 -0.56 1.94 593 ST W10X30 (AISC SECTIONS) PASS AISC- H1-3 0.116 311 0.49 C 0.03 0.84 0.00 594 ST W10X30 (AISC SECTIONS) PASS AISC- H1-3 0.251 304

1.22 C -0.24 -0.79 0.00 595 ST W10X30 (AISC SECTIONS) PASS AISC- H1-3 0.170 302 1.49 C 0.17 -0.48 0.00 596 ST W10X30 (AISC SECTIONS) PASS AISC- H2-1 0.121 304 0.05 T -0.10 -0.55 0.00 597 ST W10X30 (AISC SECTIONS) PASS AISC- H1-3 0.228 304 0.07 C 0.23 0.89 1.82 598 ST W8X21 (AISC SECTIONS) PASS AISC- H2-1 0.267 301 0.00 T -0.00 -1.20 1.74 599 ST W8X21 (AISC SECTIONS) PASS AISC- H1-3 0.271 301 0.03 C -0.01 -1.20 1.74 601 ST W8X21 (AISC SECTIONS) PASS AISC- H2-1 0.200 301 0.00 T 0.00 -0.99 0.00 602 ST TUB E (AISC SECTIONS) PASS AISC- H1-3 0.208 301 0.08 C -0.00 -0.20 1.12

DXF IMPORT OF SURINAM STAAD 01.DXF -- PAGE NO. 22 � ALL UNITS ARE - MTON METE (UNLESS OTHERWISE Noted) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= � 603 ST W10X30 (AISC SECTIONS) PASS AISC- H1-3 0.204 304 0.74 C 0.18 0.83 0.80 604 ST W8X21 (AISC SECTIONS) PASS AISC- H1-3 0.202 301 0.03 C -0.01 -0.98 0.00 605 ST TUB E (AISC SECTIONS) PASS AISC- H1-3 0.167 301 0.11 C -0.00 -0.16 0.68 606 ST TUB E (AISC SECTIONS) PASS AISC- H1-3 0.215 301 0.12 C -0.00 -0.20 1.13 607 ST W10X30 (AISC SECTIONS) PASS AISC- H1-3 0.092 302 0.92 C -0.09 -0.28 0.61 608 ST TUB E (AISC SECTIONS) PASS AISC- H1-3 0.168 301 0.11 C -0.00 -0.16 0.68 610 ST W8X21 (AISC SECTIONS) PASS AISC- H2-1 0.242 301 0.00 T -0.00 -1.20 0.00 612 ST W10X30 (AISC SECTIONS) PASS AISC- H1-3 0.100 304 0.64 C -0.07 -0.49 0.00 613 ST W8X21 (AISC SECTIONS) PASS AISC- H1-3 0.246 301 0.03 C -0.01 -1.20 0.00 614 ST TUB E (AISC SECTIONS)

PASS AISC- H2-1 0.164 301 0.03 T -0.00 -0.16 0.68 615 ST TUB E (AISC SECTIONS) PASS AISC- H2-1 0.211 301 0.03 T 0.00 -0.20 1.13 616 ST W10X30 (AISC SECTIONS) PASS AISC- H1-3 0.092 302 0.90 C 0.09 -0.26 0.00 617 ST TUB E (AISC SECTIONS) PASS AISC- H2-1 0.165 301 0.04 T -0.00 -0.16 0.68 625 ST TUB E (AISC SECTIONS) PASS AISC- H2-1 0.203 301 0.02 T 0.00 -0.20 1.10 728. LOAD LIST 301 TO 320 729. START CONCRETE DESIGN

DXF IMPORT OF SURINAM STAAD 01.DXF -- PAGE NO. 23 � �CONCRETE DESIGN 730. CODE ACI 731. CLB 0.03 MEMB 22 TO 25 122 125 TO 139 141 TO 149 151 152 162 163 170 172 173 - 732. 183 TO 189 252 TO 255 276 TO 291 299 301 316 369 411 412 422 424 435 TO 438 - 733. 444 445 447 TO 452 536 537 546 549 557 563 567 572 575 577 581 584 734. CLS 0.03 MEMB 18 19 39 119 120 140 579 580 583 586 618 735. CLT 0.03 MEMB 22 TO 25 122 125 TO 139 141 TO 149 151 152 162 163 170 172 173 - 736. 183 TO 189 252 TO 255 276 TO 291 299 301 316 369 411 412 422 424 435 TO 438 - 737. 444 445 447 TO 452 536 537 546 549 557 563 567 572 575 577 581 584 738. FC 2000 MEMB 579 580 583 586 618 739. DESIGN COLUMN 579 580 583 586 618

DXF IMPORT OF SURINAM STAAD 01.DXF -- PAGE NO. 24 � ACI 318-11 COLUMN NO. 579 DESIGN RESULTS =============================================== � FY - 413.7 FC - 19.6 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 2500.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 20 MM 1.005 301 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 320.00 MM � ACI 318-11 COLUMN NO. 580 DESIGN RESULTS =============================================== � FY - 413.7 FC - 19.6 MPA, SQRE SIZE - 400.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 1600.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 16 MM 1.005 301 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 256.00 MM � ACI 318-11 COLUMN NO. 583 DESIGN RESULTS =============================================== � FY - 413.7 FC - 19.6 MPA, SQRE SIZE - 400.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 1600.0 SQ. MM

DXF IMPORT OF SURINAM STAAD 01.DXF -- PAGE NO. 25 BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 16 MM 1.005 301 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 256.00 MM � ACI 318-11 COLUMN NO. 586 DESIGN RESULTS =============================================== � FY - 413.7 FC - 19.6 MPA, SQRE SIZE - 400.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 1600.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 16 MM 1.005 301 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 256.00 MM � ACI 318-11 COLUMN NO. 618 DESIGN RESULTS =============================================== � FY - 413.7 FC - 19.6 MPA, SQRE SIZE - 400.0 X 400.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 1600.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 16 MM 1.005 301 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 256.00 MM ********************END OF COLUMN DESIGN RESULTS******************** 740. END CONCRETE DESIGN