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Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 3 ~
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Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 4 ~
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Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 5 ~
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 6 ~
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 7 ~
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 8 ~
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 9 ~
T (seg) Ad DISEÑO Ad RESPUESTA
0.000 0.1400 0.1400
0.050 0.1265 0.1904
0.100 0.1143 0.2408
0.150 0.1056 0.2912
0.200 0.0992 0.3416
0.250 0.0942 0.3920
0.300 0.0903 0.3920
0.350 0.0871 0.3920
0.400 0.0871 0.3920
0.450 0.0871 0.3920
0.500 0.0871 0.3920
0.550 0.0871 0.3920
0.600 0.0871 0.3920
0.650 0.0871 0.3920
0.700 0.0871 0.3920
0.750 0.0871 0.3920
0.800 0.0871 0.3920
0.850 0.0871 0.3920
0.900 0.0871 0.3920
0.950 0.0871 0.3920
1.000 0.0871 0.3920
1.050 0.0830 0.3733
1.100 0.0792 0.3564
1.150 0.0757 0.3409
1.200 0.0726 0.3267
1.250 0.0697 0.3136
1.300 0.0670 0.3015
1.350 0.0645 0.2904
1.400 0.0622 0.2800
1.450 0.0601 0.2703
1.500 0.0581 0.2613
1.550 0.0562 0.2529
1.600 0.0544 0.2450
1.650 0.0528 0.2376
1.700 0.0512 0.2306
1.750 0.0498 0.2240
1.800 0.0484 0.2178
1.850 0.0471 0.2119
1.900 0.0458 0.2063
1.950 0.0447 0.2010
2.000 0.0436 0.1960
2.050 0.0425 0.1912
2.100 0.0415 0.1867
2.150 0.0405 0.1823
2.200 0.0396 0.1782
2.250 0.0387 0.1742
2.300 0.0379 0.1704
2.350 0.0371 0.1668
2.400 0.0363 0.1633
0.0000
0.1000
0.2000
0.3000
0.4000
0.5000
0.6000
0.000 0.500 1.000 1.500 2.000 2.500
Aceleracion
Espectral
Ad
Periodo T (seg)
ESPECTRO DE RESPUESTAY DISEÑO
ESPECTRO DE DISEÑO ESPECTRO DE RESPUESTA
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 10 ~
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 11 ~
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 12 ~
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 13 ~
1. STAAD SPACE
INPUT FILE: Estructura - Deposito Farmacia - Modificado IGC 16-11-2022.STD
2. START JOB INFORMATION
3. ENGINEER DATE NOVIEMBRE-2022
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KG
7. JOINT COORDINATES
8. 1 0 0 0; 2 0 0 8.3; 3 0 0 4.15; 4 4.31 0 0; 5 4.31 0 8.3; 6 8.62 0 0
9. 7 8.62 0 8.3; 8 12.93 0 0; 9 12.93 0 8.3; 10 17.24 0 0; 11 17.24 0
8.3
10. 12 21.55 0 0; 13 21.55 0 8.3; 14 25.86 0 0; 15 25.86 0 8.3; 16 30.17
0 0
11. 17 30.17 0 8.3; 18 34.48 0 0; 19 34.48 0 8.3; 20 39.83 0 9.94
12. 21 37.2052 0 5.0632; 22 0 3.1 0; 23 0 3.1 8.3; 24 0 3.1 1.0375; 25 0
3.1 2.075
13. 26 0 3.1 3.1125; 27 0 3.1 4.15; 28 0 3.1 5.1875; 29 0 3.1 6.225
14. 30 0 3.1 7.2625; 31 4.31 3.1 0; 32 4.31 3.1 8.3; 33 4.31 3.1 1.0375
15. 34 4.31 3.1 2.075; 35 4.31 3.1 3.1125; 36 4.31 3.1 4.15; 37 4.31 3.1
5.1875
16. 38 4.31 3.1 6.225; 39 4.31 3.1 7.2625; 40 8.62 3.1 0; 41 8.62 3.1
8.3
17. 42 8.62 3.1 1.0375; 43 8.62 3.1 2.075; 44 8.62 3.1 3.1125; 45 8.62
3.1 4.15
18. 46 8.62 3.1 5.1875; 47 8.62 3.1 6.225; 48 8.62 3.1 7.2625; 49 12.93
3.1 0
19. 50 12.93 3.1 8.3; 51 12.93 3.1 1.0375; 52 12.93 3.1 2.075; 53 12.93
3.1 3.1125
20. 54 12.93 3.1 4.15; 55 12.93 3.1 5.1875; 56 12.93 3.1 6.225
21. 57 12.93 3.1 7.2625; 58 17.24 3.1 0; 59 17.24 3.1 8.3; 60 17.24 3.1
1.0375
22. 61 17.24 3.1 2.075; 62 17.24 3.1 3.1125; 63 17.24 3.1 4.15
23. 64 17.24 3.1 5.1875; 65 17.24 3.1 6.225; 66 17.24 3.1 7.2625; 67
21.55 3.1 0
24. 68 21.55 3.1 8.3; 69 21.55 3.1 1.0375; 70 21.55 3.1 2.075; 71 21.55
3.1 3.1125
25. 72 21.55 3.1 4.15; 73 21.55 3.1 5.1875; 74 21.55 3.1 6.225
26. 75 21.55 3.1 7.2625; 76 25.86 3.1 0; 77 25.86 3.1 8.3; 78 25.86 3.1
1.0375
27. 79 25.86 3.1 2.075; 80 25.86 3.1 3.1125; 81 25.86 3.1 4.15
28. 82 25.86 3.1 5.1875; 83 25.86 3.1 6.225; 84 25.86 3.1 7.2625; 85
30.17 3.1 0
29. 86 30.17 3.1 8.3; 87 30.17 3.1 1.0375; 88 30.17 3.1 2.075; 89 30.17
3.1 3.1125
30. 90 30.17 3.1 4.15; 91 30.17 3.1 5.1875; 92 30.17 3.1 6.225
31. 93 30.17 3.1 7.2625; 94 34.48 3.1 0; 95 34.48 3.1 8.3; 96 34.48 3.1
1.0375
32. 97 34.48 3.1 2.075; 98 34.48 3.1 3.1125; 99 34.48 3.1 4.15
33. 100 34.48 3.1 5.1875; 101 34.48 3.1 6.225; 102 34.48 3.1 7.2625
34. 103 34.48 3.3 0; 104 39.83 3.3 9.94; 105 37.2052 3.3 5.0632
35. 106 35.1613 3.3 1.2658; 107 35.8426 3.3 2.5316; 108 36.5239 3.3
3.7974
36. 109 37.8614 3.3 6.2824; 110 38.5176 3.3 7.5016; 111 39.1738 3.3
8.7208
37. 112 0 4 0; 113 0 4 8.3; 114 0 4 1.0375; 115 0 4 2.075; 116 0 4
3.1125
38. 117 0 4 4.15; 118 0 4 5.1875; 119 0 4 6.225; 120 0 4 7.2625; 121 0 4
9.69
39. 122 4.31 4 0; 123 4.31 4 1.0375; 124 4.31 4 8.3; 125 4.31 4 2.075
40. 126 4.31 4 3.1125; 127 4.31 4 4.15; 128 4.31 4 5.1875; 129 4.31 4
6.225
41. 130 4.31 4 7.2625; 131 4.31 4 9.69; 132 8.62 4 0; 133 8.62 4 1.0375
42. 134 8.62 4 8.3; 135 8.62 4 2.075; 136 8.62 4 3.1125; 137 8.62 4 4.15
43. 138 8.62 4 5.1875; 139 8.62 4 6.225; 140 8.62 4 7.2625; 141 8.62 4
9.49
44. 142 12.93 4 0; 143 12.93 4 1.0375; 144 12.93 4 8.3; 145 12.93 4
2.075
45. 146 12.93 4 3.1125; 147 12.93 4 4.15; 148 12.93 4 5.1875; 149 12.93
4 6.225
46. 150 12.93 4 7.2625; 151 12.93 4 9.49; 152 17.24 4 0; 153 17.24 4
1.0375
47. 154 17.24 4 8.3; 155 17.24 4 2.075; 156 17.24 4 3.1125; 157 17.24 4
4.15
48. 158 17.24 4 5.1875; 159 17.24 4 6.225; 160 17.24 4 7.2625; 161 17.24
4 9.69
49. 162 21.55 4 0; 163 21.55 4 1.0375; 164 21.55 4 8.3; 165 21.55 4
2.075
50. 166 21.55 4 3.1125; 167 21.55 4 4.15; 168 21.55 4 5.1875; 169 21.55
4 6.225
51. 170 21.55 4 7.2625; 171 25.86 4 0; 172 25.86 4 1.0375; 173 25.86 4
8.3
52. 174 25.86 4 2.075; 175 25.86 4 3.1125; 176 25.86 4 4.15; 177 25.86 4
5.1875
53. 178 25.86 4 6.225; 179 25.86 4 7.2625; 180 30.17 4 0; 181 30.17 4
1.0375
54. 182 30.17 4 8.3; 183 30.17 4 2.075; 184 30.17 4 3.1125; 185 30.17 4
4.15
55. 186 30.17 4 5.1875; 187 30.17 4 6.225; 188 30.17 4 7.2625; 189 34.48
4 0
56. 190 34.48 4 1.0375; 191 34.48 4 8.3; 192 34.48 4 2.075; 193 34.48 4
3.1125
57. 194 34.48 4 4.15; 195 34.48 4 5.1875; 196 34.48 4 6.225; 197 34.48 4
7.2625
58. 198 39.83 4 9.94; 199 37.2052 4 5.0632; 200 35.1613 4 1.2658
59. 201 35.8426 4 2.5316; 202 36.5239 4 3.7974; 203 37.8614 4 6.2824
60. 204 38.5176 4 7.5016; 205 39.1738 4 8.7208; 206 38.9473 4 8.3
61. MEMBER INCIDENCES
62. 1 1 22; 2 2 23; 3 3 27; 4 4 31; 5 5 32; 6 6 40; 7 7 41; 8 8 49; 9 9
50
63. 10 10 58; 11 11 59; 12 12 67; 13 13 68; 14 14 76; 15 15 77; 16 16
85; 17 17 86
64. 18 18 94; 19 19 95; 20 20 104; 21 21 105; 22 22 24; 23 24 25; 24 25
26
65. 25 26 27; 26 27 28; 27 28 29; 28 29 30; 29 30 23; 30 31 33; 31 33
34; 32 34 35
66. 33 35 36; 34 36 37; 35 37 38; 36 38 39; 37 39 32; 38 40 42; 39 42
43; 40 43 44
67. 41 44 45; 42 45 46; 43 46 47; 44 47 48; 45 48 41; 46 49 51; 47 51
52; 48 52 53
68. 49 53 54; 50 54 55; 51 55 56; 52 56 57; 53 57 50; 54 58 60; 55 60
61; 56 61 62
69. 57 62 63; 58 63 64; 59 64 65; 60 65 66; 61 66 59; 62 67 69; 63 69
70; 64 70 71
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 14 ~
70. 65 71 72; 66 72 73; 67 73 74; 68 74 75; 69 75 68; 70 76 78; 71 78
79; 72 79 80
71. 73 80 81; 74 81 82; 75 82 83; 76 83 84; 77 84 77; 78 85 87; 79 87
88; 80 88 89
72. 81 89 90; 82 90 91; 83 91 92; 84 92 93; 85 93 86; 86 94 96; 87 96
97; 88 97 98
73. 89 98 99; 90 99 100; 91 100 101; 92 101 102; 93 102 95; 94 94 103;
95 103 106
74. 96 105 109; 97 106 107; 98 107 108; 99 108 105; 100 109 110; 101 110
111
75. 102 111 104; 103 22 112; 104 23 113; 105 24 114; 106 25 115; 107 26
116
76. 108 27 117; 109 28 118; 110 29 119; 111 30 120; 112 112 24; 113 114
25
77. 114 115 26; 115 116 27; 116 27 118; 117 28 119; 118 29 120; 119 30
113
78. 120 23 121; 121 31 122; 122 32 124; 123 33 123; 124 34 125; 125 35
126
79. 126 36 127; 127 37 128; 128 38 129; 129 39 130; 130 122 33; 131 123
34
80. 132 125 35; 133 126 36; 134 36 128; 135 37 129; 136 38 130; 137 39
124
81. 138 32 131; 139 40 132; 140 41 134; 141 42 133; 142 43 135; 143 44
136
82. 144 45 137; 145 46 138; 146 47 139; 147 48 140; 148 132 42; 149 133
43
83. 150 135 44; 151 136 45; 152 45 138; 153 46 139; 154 47 140; 155 48
134
84. 156 41 141; 157 49 142; 158 50 144; 159 51 143; 160 52 145; 161 53
146
85. 162 54 147; 163 55 148; 164 56 149; 165 57 150; 166 142 51; 167 143
52
86. 168 145 53; 169 146 54; 170 54 148; 171 55 149; 172 56 150; 173 57
144
87. 174 50 151; 175 58 152; 176 59 154; 177 60 153; 178 61 155; 179 62
156
88. 180 63 157; 181 64 158; 182 65 159; 183 66 160; 184 152 60; 185 153
61
89. 186 155 62; 187 156 63; 188 63 158; 189 64 159; 190 65 160; 191 66
154
90. 192 59 161; 193 67 162; 194 68 164; 195 69 163; 196 70 165; 197 71
166
91. 198 72 167; 199 73 168; 200 74 169; 201 75 170; 202 162 69; 203 163
70
92. 204 165 71; 205 166 72; 206 72 168; 207 73 169; 208 74 170; 209 75
164
93. 210 76 171; 211 77 173; 212 78 172; 213 79 174; 214 80 175; 215 81
176
94. 216 82 177; 217 83 178; 218 84 179; 219 171 78; 220 172 79; 221 174
80
95. 222 175 81; 223 81 177; 224 82 178; 225 83 179; 226 84 173; 227 85
180
96. 228 86 182; 229 87 181; 230 88 183; 231 89 184; 232 90 185; 233 91
186
97. 234 92 187; 235 93 188; 236 180 87; 237 181 88; 238 183 89; 239 184
90
98. 240 90 186; 241 91 187; 242 92 188; 243 93 182; 244 95 191; 245 96
190
99. 246 97 192; 247 98 193; 248 99 194; 249 100 195; 250 101 196; 251
102 197
100. 252 189 96; 253 190 97; 254 192 98; 255 193 99; 256 99 195; 257 100
196
101. 258 101 197; 259 102 191; 260 103 189; 261 104 198; 262 105 199; 263
106 200
102. 264 107 201; 265 108 202; 266 109 203; 267 110 204; 268 111 205; 269
189 106
103. 270 200 107; 271 201 108; 272 202 105; 273 105 203; 274 109 204; 275
110 205
104. 276 111 198; 277 112 114; 278 114 115; 279 115 116; 280 116 117; 281
117 118
105. 282 118 119; 283 119 120; 284 120 113; 285 113 121; 286 122 123; 287
123 125
106. 288 125 126; 289 126 127; 290 127 128; 291 128 129; 292 129 130; 293
130 124
107. 294 124 131; 295 132 133; 296 133 135; 297 135 136; 298 136 137; 299
137 138
108. 300 138 139; 301 139 140; 302 140 134; 303 134 141; 304 142 143; 305
143 145
109. 306 145 146; 307 146 147; 308 147 148; 309 148 149; 310 149 150; 311
150 144
110. 312 144 151; 313 152 153; 314 153 155; 315 155 156; 316 156 157; 317
157 158
111. 318 158 159; 319 159 160; 320 160 154; 321 154 161; 322 162 163; 323
163 165
112. 324 165 166; 325 166 167; 326 167 168; 327 168 169; 328 169 170; 329
170 164
113. 330 171 172; 331 172 174; 332 174 175; 333 175 176; 334 176 177; 335
177 178
114. 336 178 179; 337 179 173; 338 180 181; 339 181 183; 340 183 184; 341
184 185
115. 342 185 186; 343 186 187; 344 187 188; 345 188 182; 346 189 190; 347
190 192
116. 348 192 193; 349 193 194; 350 194 195; 351 195 196; 352 196 197; 353
197 191
117. 354 112 122; 355 122 132; 356 132 142; 357 142 152; 358 152 162; 359
162 171
118. 360 171 180; 361 180 189; 362 113 124; 363 124 134; 364 134 144; 365
144 154
119. 366 154 164; 367 164 173; 368 173 182; 369 182 191; 370 189 200; 371
199 203
120. 372 200 201; 373 201 202; 374 202 199; 375 203 204; 376 204 206; 377
205 198
121. 378 191 206; 379 206 205
122. START USER TABLE
123. ********************************************************************
124. *********TUBOS ESTRUCTURALES CONDUVEN-ECO SECCION CUADRADA**********
125. ********************************************************************
126. TABLE 1
127. UNIT METER KG
128. TUBE
129. 60X60
130. 0.00051975 0.06 0.06 0.00225 2.89338E-007 2.89338E-007 4.3335E-007 -
131. 0.00027 0.00018
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 15 ~
132. 70X70
133. 0.00060975 0.07 0.07 0.00225 4.6698E-007 4.6698E-007 6.99698E-007 -
134. 0.000315 0.00021
135. 90X90
136. 0.000875 0.09 0.09 0.0025 1.11745E-006 1.11745E-006 1.6748E-006
0.00045 0.0003
137. 100X100
138. 0.001164 0.1 0.1 0.003 1.82709E-006 1.82709E-006 2.73802E-006 0.0006
0.0004
139. 110X110
140. 0.00144976 0.11 0.11 0.0034 2.74853E-006 2.74853E-006 4.11861E-006 -
141. 0.000748 0.000498667
142. 120X120
143. 0.001856 0.12 0.12 0.004 4.16734E-006 4.16734E-006 6.24358E-006
0.00096 0.00064
144. 135X135
145. 0.00224804 0.135 0.135 0.0043 6.40728E-006 6.40728E-006 9.60053E-006
-
146. 0.001161 0.000774
147. 155X155
148. 0.002709 0.155 0.155 0.0045 1.02357E-005 1.02357E-005 1.53399E-005 -
149. 0.001395 0.00093
150. 175X175
151. 0.003729 0.175 0.175 0.0055 1.78747E-005 1.78747E-005 2.67838E-005 -
152. 0.001925 0.00128333
153. 200X200
154. 0.004279 0.2 0.2 0.0055 2.70008E-005 2.70008E-005 4.04689E-005
0.0022 -
155. 0.00146667
156. 200X200X7
157. 0.005404 0.2 0.2 0.007 3.35931E-005 3.35931E-005 5.03234E-005 0.0028
0.00186667
158. 220X220X7
159. 0.005964 0.22 0.22 0.007 4.51455E-005 4.51455E-005 6.76452E-005
0.00308 -
160. 0.00205333
161. 220X220X9
162. 0.007596 0.22 0.22 0.009 5.64661E-005 5.64661E-005 8.45454E-005
0.00396 0.00264
163. 260X260X9
164. 0.009036 0.26 0.26 0.009 9.50015E-005 9.50015E-005 0.000142319
0.00468 0.00312
165. 260X260X11
166. 0.010956 0.26 0.26 0.011 0.000113435 0.000113435 0.000169821 0.00572
0.00381333
167. ********************************************************************
168. ********TUBOS ESTRUCTURALES CONDUVEN-ECO SECCION RECTANGULAR********
169. ********************************************************************
170. TABLE 2
171. UNIT METER KG
172. TUBE
173. 80X40
174. 0.00051975 0.08 0.04 0.00225 4.33492E-007 1.45185E-007 3.35633E-007
-
175. 0.00036 0.00012
176. 100X40
177. 0.00060975 0.1 0.04 0.00225 7.56673E-007 1.77286E-007 4.5221E-007 -
178. 0.00045 0.00012
179. 120X60
180. 0.000875 0.12 0.06 0.0025 1.66932E-006 5.65573E-007 1.3042E-006
0.0006 0.0002
181. 140X60
182. 0.001164 0.14 0.06 0.003 2.89253E-006 7.61652E-007 1.88599E-006
0.00084 0.00024
183. 160X65
184. 0.00148376 0.16 0.065 0.0034 4.74781E-006 1.14488E-006 2.90001E-006
-
185. 0.001088 0.000294667
186. 180X65
187. 0.001896 0.18 0.065 0.004 7.41987E-006 1.46494E-006 3.89069E-006
0.00144 -
188. 0.000346667
189. 200X70
190. 0.00224804 0.2 0.07 0.0043 1.07899E-005 2.02463E-006 5.43883E-006 -
191. 0.00172 0.000401333
192. 220X90
193. 0.002709 0.22 0.09 0.0045 1.6451E-005 4.0205E-006 1.01509E-005
0.00198 0.00054
194. 260X90
195. 0.003729 0.26 0.09 0.0055 3.01849E-005 5.56444E-006 1.50066E-005
0.00286 -
196. 0.00066
197. 300X100X5.5
198. 0.004279 0.3 0.1 0.0055 4.59797E-005 8.022E-006 2.19017E-005 0.0033
0.000733333
199. 300X100X7
200. 0.005404 0.3 0.1 0.007 5.73455E-005 9.84067E-006 2.69303E-005 0.0042
-
201. 0.000933333
202. 320X120X7
203. 0.005964 0.32 0.12 0.007 7.45819E-005 1.57091E-005 4.11116E-005
0.00448 0.00112
204. 320X120X9
205. 0.007596 0.32 0.12 0.009 9.35593E-005 1.93729E-005 5.08308E-005
0.00576 0.00144
206. 350X170X9
207. 0.009036 0.35 0.17 0.009 0.000143867 4.61358E-005 0.000108076 0.0063
0.00204
208. 350X170X11
209. 0.010956 0.35 0.17 0.011 0.000172183 5.46869E-005 0.000128347 0.0077
0.00249333
210. END
211. DEFINE MATERIAL START
212. ISOTROPIC STEEL
213. E 2.09042E+010
214. POISSON 0.3
215. DENSITY 7833.41
216. ALPHA 1.2E-005
217. DAMP 0.03
218. END DEFINE MATERIAL
219. MEMBER PROPERTY AMERICAN
220. 105 TO 119 123 TO 137 141 TO 155 159 TO 173 177 TO 191 195 TO 209
212 TO 226 -
221. 229 TO 243 245 TO 259 262 TO 276 UPTABLE 1 60X60
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 16 ~
222. 22 TO 104 120 TO 122 138 TO 140 156 TO 158 174 TO 176 192 TO 194 210
211 227 -
223. 228 244 260 261 277 TO 353 370 TO 377 379 UPTABLE 1 100X100
224. 354 TO 369 378 UPTABLE 1 100X100
225. 1 TO 21 UPTABLE 1 155X155
226. CONSTANTS
227. BETA 28.3 MEMB 20 21 261 TO 268
228. MATERIAL STEEL ALL
229. SUPPORTS
230. 1 TO 21 FIXED
231. MEMBER RELEASE
232. 378 END MZ
233. SLAVE FX FZ MASTER 112 JOINT 112 113 117 122 124 132 134 142 144 152
154 162 -
234. 164 171 173 180 182 189 191 198 199
235. CUT OFF MODE SHAPE 10
236. LOAD 1 LOADTYPE DEAD TITLE CP
237. SELFWEIGHT Y -1
238. MEMBER LOAD
239. 277 TO 284 UNI GY -760
240. 286 TO 293 295 TO 302 304 TO 311 313 TO 320 322 TO 345 UNI GY -1520
241. 285 UNI GY -760
242. 294 303 UNI GY -1520
243. 312 UNI GY -1470
244. 321 UNI GY -1180
245. 346 TRAP GY -760 -859
246. 347 TRAP GY -859 -958
247. 348 TRAP GY -958 -1057
248. 349 TRAP GY -1057 -1155
249. 350 TRAP GY -1155 -1254
250. 351 TRAP GY -1254 -1353
251. 352 TRAP GY -1353 -1452
252. 353 TRAP GY -1452 -1550
253. 370 TRAP GY 0 -120
254. 372 TRAP GY -120 -240
255. 373 TRAP GY -240 -360
256. 374 TRAP GY -360 -480
257. 371 TRAP GY -480 -597
258. 375 TRAP GY -597 -713
259. 376 TRAP GY -713 -790
260. 379 TRAP GY -790 -828
261. 377 TRAP GY -828 -940
262. LOAD 2 LOADTYPE ROOF LIVE REDUCIBLE TITLE CVT
263. MEMBER LOAD
264. 277 TO 284 UNI GY -220
265. 286 TO 293 295 TO 302 304 TO 311 313 TO 320 322 TO 345 UNI GY -440
266. 285 UNI GY -220
267. 294 303 UNI GY -440
268. 312 UNI GY -430
269. 321 UNI GY -340
270. 346 TRAP GY -220 -249
271. 347 TRAP GY -249 -278
272. 348 TRAP GY -278 -307
273. 349 TRAP GY -307 -335
274. 350 TRAP GY -335 -364
275. 351 TRAP GY -364 -393
276. 352 TRAP GY -393 -422
277. 353 TRAP GY -422 -450
278. 370 TRAP GY 0 -35
279. 372 TRAP GY -35 -70
280. 373 TRAP GY -70 -105
281. 374 TRAP GY -105 -140
282. 371 TRAP GY -140 -174
283. 375 TRAP GY -174 -208
284. 376 TRAP GY -208 -230
285. 379 TRAP GY -230 -240
286. 377 TRAP GY -240 -270
287. LOAD 3 LOADTYPE SEISMIC TITLE SX
288. SPECTRUM CQC X 1 ACC SCALE 16.5072 DAMP 0.05 LIN
289. 0 0.14; 0.02 0.1355; 0.04 0.1294; 0.06 0.1237; 0.08 0.1187; 0.1
0.1143
290. 0.12 0.1105; 0.14 0.1071; 0.16 0.1042; 0.176 0.102; 0.18 0.1015; 0.2
0.0992
291. 0.218 0.0972; 0.22 0.097; 0.24 0.0951; 0.255 0.0938; 0.28 0.0918;
0.3 0.0903
292. 0.32 0.089; 0.34 0.0877; 0.342 0.0876; 0.36 0.0871; 0.38 0.0871; 0.4
0.0871
293. 0.42 0.0871; 0.44 0.0871; 0.46 0.0871; 0.48 0.0871; 0.5 0.0871; 0.52
0.0871
294. 0.544 0.0871; 0.56 0.0871; 0.58 0.0871; 0.6 0.0871; 0.62 0.0871;
0.64 0.0871
295. 0.66 0.0871; 0.68 0.0871; 0.7 0.0871; 0.72 0.0871; 0.74 0.0871; 0.76
0.0871
296. 0.78 0.0871; 0.8 0.0871; 0.82 0.0871; 0.84 0.0871; 0.86 0.0871; 0.88
0.0871
297. 0.9 0.0871; 0.92 0.0871; 0.94 0.0871; 0.96 0.0871; 0.98 0.0871; 1
0.0871
298. 1.013 0.086; 1.02 0.0854; 1.04 0.0838; 1.06 0.0822; 1.08 0.0807; 1.1
0.0792
299. 1.12 0.0778; 1.14 0.0764; 1.16 0.0751; 1.18 0.0738; 1.2 0.0726; 1.25
0.0697
300. 1.3 0.067; 1.35 0.0645; 1.4 0.0622; 1.472 0.0592; 1.5 0.0581; 1.55
0.0562
301. 1.6 0.0544; 1.65 0.0528; 1.7 0.0512; 1.75 0.0498; 1.808 0.0482; 1.85
0.0471
302. 1.872 0.0465; 1.95 0.0447; 2 0.0436; 2.05 0.0425; 2.07 0.0421; 2.15
0.0405
303. 2.2 0.0396; 2.32 0.0375
304. ********************************
305. ***100% CARGA PERMANENTE EN X***
306. ********************************
307. SELFWEIGHT X 1
308. MEMBER LOAD
309. 277 TO 284 UNI GX 760
310. 286 TO 293 295 TO 302 304 TO 311 313 TO 320 322 TO 345 UNI GX 1520
311. 285 UNI GX 760
312. 294 303 UNI GX 1520
313. 312 UNI GX 1470
314. 321 UNI GX 1180
315. 346 TRAP GX 760 859
316. 347 TRAP GX 859 958
317. 348 TRAP GX 958 1057
318. 349 TRAP GX 1057 1155
319. 350 TRAP GX 1155 1254
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 17 ~
320. 351 TRAP GX 1254 1353
321. 352 TRAP GX 1353 1452
322. 353 TRAP GX 1452 1550
323. 370 TRAP GX 0 120
324. 372 TRAP GX 120 240
325. 373 TRAP GX 240 360
326. 374 TRAP GX 360 480
327. 371 TRAP GX 480 597
328. 375 TRAP GX 597 713
329. 376 TRAP GX 713 790
330. 379 TRAP GX 790 828
331. 377 TRAP GX 828 940
332. ********************************
333. ***100% CARGA PERMANENTE EN Z***
334. ********************************
335. SELFWEIGHT Z 1
336. MEMBER LOAD
337. 277 TO 284 UNI GZ 760
338. 286 TO 293 295 TO 302 304 TO 311 313 TO 320 322 TO 345 UNI GZ 1520
339. 285 UNI GZ 760
340. 294 303 UNI GZ 1520
341. 312 UNI GZ 1470
342. 321 UNI GZ 1180
343. 346 TRAP GZ 760 859
344. 347 TRAP GZ 859 958
345. 348 TRAP GZ 958 1057
346. 349 TRAP GZ 1057 1155
347. 350 TRAP GZ 1155 1254
348. 351 TRAP GZ 1254 1353
349. 352 TRAP GZ 1353 1452
350. 353 TRAP GZ 1452 1550
351. 370 TRAP GZ 0 120
352. 372 TRAP GZ 120 240
353. 373 TRAP GZ 240 360
354. 374 TRAP GZ 360 480
355. 371 TRAP GZ 480 597
356. 375 TRAP GZ 597 713
357. 376 TRAP GZ 713 790
358. 379 TRAP GZ 790 828
359. 377 TRAP GZ 828 940
360. LOAD 4 LOADTYPE SEISMIC TITLE SZ
361. SPECTRUM CQC Z 1 ACC SCALE 9.8465 DAMP 0.05 LIN
362. 0 0.14; 0.02 0.1355; 0.04 0.1294; 0.06 0.1237; 0.08 0.1187; 0.1
0.1143
363. 0.12 0.1105; 0.14 0.1071; 0.16 0.1042; 0.176 0.102; 0.18 0.1015; 0.2
0.0992
364. 0.218 0.0972; 0.22 0.097; 0.24 0.0951; 0.255 0.0938; 0.28 0.0918;
0.3 0.0903
365. 0.32 0.089; 0.34 0.0877; 0.342 0.0876; 0.36 0.0871; 0.38 0.0871; 0.4
0.0871
366. 0.42 0.0871; 0.44 0.0871; 0.46 0.0871; 0.48 0.0871; 0.5 0.0871; 0.52
0.0871
367. 0.544 0.0871; 0.56 0.0871; 0.58 0.0871; 0.6 0.0871; 0.62 0.0871;
0.64 0.0871
368. 0.66 0.0871; 0.68 0.0871; 0.7 0.0871; 0.72 0.0871; 0.74 0.0871; 0.76
0.0871
369. 0.78 0.0871; 0.8 0.0871; 0.82 0.0871; 0.84 0.0871; 0.86 0.0871; 0.88
0.0871
370. 0.9 0.0871; 0.92 0.0871; 0.94 0.0871; 0.96 0.0871; 0.98 0.0871; 1
0.0871
371. 1.013 0.086; 1.02 0.0854; 1.04 0.0838; 1.06 0.0822; 1.08 0.0807; 1.1
0.0792
372. 1.12 0.0778; 1.14 0.0764; 1.16 0.0751; 1.18 0.0738; 1.2 0.0726; 1.25
0.0697
373. 1.3 0.067; 1.35 0.0645; 1.4 0.0622; 1.472 0.0592; 1.5 0.0581; 1.55
0.0562
374. 1.6 0.0544; 1.65 0.0528; 1.7 0.0512; 1.75 0.0498; 1.808 0.0482; 1.85
0.0471
375. 1.872 0.0465; 1.95 0.0447; 2 0.0436; 2.05 0.0425; 2.07 0.0421; 2.15
0.0405
376. 2.2 0.0396; 2.32 0.0375
377. **************************************************************
378. **COMBINACIONES PARA ESTADO LIMITE DE AGOTAMIENTO RESISTENTE**
379. **************************************************************
380. LOAD COMB 101 1.4CP
381. 1 1.4
382. **
383. LOAD COMB 102 1.2CP+1.6CVT
384. 1 1.2 2 1.6
385. **
386. LOAD COMB 103 1.2CP+SX+0.3SZ
387. 1 1.2 3 1.0 4 0.3
388. LOAD COMB 104 1.2CP-SX-0.3SZ
389. 1 1.2 3 -1.0 4 -0.3
390. LOAD COMB 105 1.2CP+SX-0.3SZ
391. 1 1.2 3 1.0 4 -0.3
392. LOAD COMB 106 1.2CP-SX+0.3SZ
393. 1 1.2 3 -1.0 4 0.3
394. *
395. LOAD COMB 107 1.2CP+SZ+0.3SX
396. 1 1.2 4 1.0 3 0.3
397. LOAD COMB 108 1.2CP-SZ-0.3SX
398. 1 1.2 4 -1.0 3 -0.3
399. LOAD COMB 109 1.2CP+SZ-0.3SX
400. 1 1.2 4 1.0 3 -0.3
401. LOAD COMB 110 1.2CP-SZ+0.3SX
402. 1 1.2 4 -1.0 3 0.3
403. **
404. LOAD COMB 111 0.9CP+SX+0.3SZ
405. 1 0.9 3 1.0 4 0.3
406. LOAD COMB 112 0.9CP-SX-0.3SZ
407. 1 0.9 3 -1.0 4 -0.3
408. LOAD COMB 113 0.9CP+SX-0.3SZ
409. 1 0.9 3 1.0 4 -0.3
410. LOAD COMB 114 0.9CP-SX+0.3SZ
411. 1 0.9 3 -1.0 4 0.3
412. *
413. LOAD COMB 115 0.9CP+SZ+0.3SX
414. 1 0.9 4 1.0 3 0.3
415. LOAD COMB 116 0.9CP-SZ-0.3SX
416. 1 0.9 4 -1.0 3 -0.3
417. LOAD COMB 117 0.9CP+SZ-0.3SX
418. 1 0.9 4 1.0 3 -0.3
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
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~ Página 18 ~
419. LOAD COMB 118 0.9CP-SZ+0.3SX
420. 1 0.9 4 -1.0 3 0.3
421. **************************************************************
422. *******************COMBINACIONES DE SERVICIO******************
423. **************************************************************
424. LOAD COMB 201 CP
425. 1 1.0
426. **
427. LOAD COMB 202 CP+CVT
428. 1 1.0 2 1.0
429. **
430. LOAD COMB 203 CP+0.7SX+0.21SZ
431. 1 1.0 3 0.7 4 0.21
432. LOAD COMB 204 CP-0.7SX-0.21SZ
433. 1 1.0 3 -0.7 4 -0.21
434. LOAD COMB 205 CP+0.7SX-0.21SZ
435. 1 1.0 3 0.7 4 -0.21
436. LOAD COMB 206 CP-0.7SX+0.21SZ
437. 1 1.0 3 -0.7 4 0.21
438. *
439. LOAD COMB 207 CP+0.7SZ+0.21SX
440. 1 1.0 4 0.7 3 0.21
441. LOAD COMB 208 CP-0.7SZ-0.21SX
442. 1 1.0 4 -0.7 3 -0.21
443. LOAD COMB 209 CP+0.7SZ-0.21SX
444. 1 1.0 4 0.7 3 -0.21
445. LOAD COMB 210 CP-0.7SZ+0.21SX
446. 1 1.0 4 -0.7 3 0.21
447. **
448. LOAD COMB 211 CP+0.525SX+0.1575SZ
449. 1 1.0 3 0.525 4 0.1575
450. LOAD COMB 212 CP-0.525SX-0.1575SZ
451. 1 1.0 3 -0.525 4 -0.1575
452. LOAD COMB 213 CP+0.525SX-0.1575SZ
453. 1 1.0 3 0.525 4 -0.1575
454. LOAD COMB 214 CP-0.525SX+0.1575SZ
455. 1 1.0 3 -0.525 4 0.1575
456. *
457. LOAD COMB 215 CP+0.525SZ+0.1575SX
458. 1 1.0 4 0.525 3 0.1575
459. LOAD COMB 216 CP-0.525SZ-0.1575SX
460. 1 1.0 4 -0.525 3 -0.1575
461. LOAD COMB 217 CP+0.525SZ-0.1575SX
462. 1 1.0 4 0.525 3 -0.1575
463. LOAD COMB 218 CP-0.525SZ+0.1575SX
464. 1 1.0 4 -0.525 3 0.1575
465. **
466. LOAD COMB 219 0.6CP+0.7SX+0.21SZ
467. 1 0.6 3 0.7 4 0.21
468. LOAD COMB 220 0.6CP-0.7SX-0.21SZ
469. 1 0.6 3 -0.7 4 -0.21
470. LOAD COMB 221 0.6CP+0.7SX-0.21SZ
471. 1 0.6 3 0.7 4 -0.21
472. LOAD COMB 222 0.6CP-0.7SX+0.21SZ
473. 1 0.6 3 -0.7 4 0.21
474. *
475. LOAD COMB 223 0.6CP+0.7SZ+0.21SX
476. 1 0.6 4 0.7 3 0.21
477. LOAD COMB 224 0.6CP-0.7SZ-0.21SX
478. 1 0.6 4 -0.7 3 -0.21
479. LOAD COMB 225 0.6CP+0.7SZ-0.21SX
480. 1 0.6 4 0.7 3 -0.21
481. LOAD COMB 226 0.6CP-0.7SZ+0.21SX
482. 1 0.6 4 -0.7 3 0.21
483. ***********************************************
484. ********PESO SISMICO W = 100%CP + 0%CVT********
485. ***********************************************
486. LOAD COMB 400 PESO SISMICO
487. 1 1.0
488. ***********************************************
489. ***************CHEQUEO DERIVAS*****************
490. ***********************************************
491. LOAD COMB 501 +SX
492. 3 1.0
493. LOAD COMB 502 -SX
494. 3 -1.0
495. LOAD COMB 503 +SZ
496. 4 1.0
497. LOAD COMB 504 -SZ
498. 4 -1.0
499. PERFORM ANALYSIS
P R O B L E M S T A T I S T I C S
-----------------------------------
NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 206/ 379/ 21
SOLVER USED IS THE IN-CORE ADVANCED SOLVER
TOTAL PRIMARY LOAD CASES = 4, TOTAL DEGREES OF FREEDOM = 1070
NUMBER OF MODES REQUESTED = 10
NUMBER OF EXISTING MASSES IN THE MODEL = 331
NUMBER OF MODES THAT WILL BE USED = 10
*** EIGENSOLUTION : ADVANCED METHOD ***
CALCULATED FREQUENCIES FOR LOAD CASE 3
MODE FREQUENCY(CYCLES/SEC) PERIOD(SEC)
1 0.661 1.51275
2 0.817 1.22380
3 0.831 1.20355
4 0.849 1.17798
5 0.866 1.15410
6 0.883 1.13287
7 0.893 1.11967
8 0.983 1.01778
9 1.167 0.85669
10 1.498 0.66753
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 19 ~
RESPONSE LOAD CASE 3
CQC MODAL COMBINATION METHOD USED.
DYNAMIC WEIGHT X Y Z 1.218252E+05 0.000000E+00 1.218252E+05 KG
MISSING WEIGHT X Y Z -1.191363E+04 0.000000E+00 -6.874918E+02 KG
MODAL WEIGHT X Y Z 1.099116E+05 0.000000E+00 1.211377E+05 KG
MODE ACCELERATION-G DAMPING
---- -------------- -------
1 0.09698 0.05000
2 0.11988 0.05000
3 0.12186 0.05000
4 0.12445 0.05000
5 0.12706 0.05000
6 0.12944 0.05000
7 0.13100 0.05000
8 0.14407 0.05000
9 0.14661 0.05000
10 0.14661 0.05000
MODAL BASE ACTIONS
MODAL BASE ACTIONS FORCES IN KG LENGTH IN METE
-----------------------------------------------------------
MOMENTS ARE
ABOUT THE ORIGIN
MODE PERIOD FX FY FZ MX MY
MZ
1 1.513 10581.07 0.00 -143.59 -572.26
46610.35 -42228.06
2 1.224 1.86 0.00 -0.07 -0.26
8.00 -7.41
3 1.204 0.10 0.00 0.01 0.04
0.76 -0.40
4 1.178 6.58 0.00 -0.12 -0.46
45.74 -26.25
5 1.154 0.04 0.00 0.01 0.03
0.11 -0.16
6 1.133 3.20 0.00 -0.12 -0.48
17.68 -12.76
7 1.120 0.05 0.00 0.02 0.08
1.59 -0.18
8 1.018 88.58 0.00 -1.38 -5.38
717.01 -352.64
9 0.857 14.53 0.00 -191.76 -765.74 -
1791.41 -58.13
10 0.668 0.00 0.00 0.62 2.48 -
12.09 0.00
PARTICIPATION FACTORS
MASS PARTICIPATION FACTORS IN PERCENT BASE SHEAR IN KG
-------------------------------------- ------------------
MODE X Y Z SUMM-X SUMM-Y SUMM-Z X Y
Z
1 89.56 0.00 0.02 89.557 0.000 0.016 10581.07 0.00
0.00
2 0.01 0.00 0.00 89.570 0.000 0.017 1.86 0.00
0.00
3 0.00 0.00 0.00 89.570 0.000 0.017 0.10 0.00
0.00
4 0.04 0.00 0.00 89.614 0.000 0.017 6.58 0.00
0.00
5 0.00 0.00 0.00 89.614 0.000 0.017 0.04 0.00
0.00
6 0.02 0.00 0.00 89.634 0.000 0.017 3.20 0.00
0.00
7 0.00 0.00 0.00 89.635 0.000 0.017 0.05 0.00
0.00
8 0.50 0.00 0.00 90.139 0.000 0.017 88.58 0.00
0.00
9 0.08 0.00 14.17 90.221 0.000 14.183 14.53 0.00
0.00
10 0.00 0.00 85.25 90.221 0.000 99.436 0.00 0.00
0.00
------------------------
---
TOTAL SRSS SHEAR 10581.45 0.00
0.00
TOTAL 10PCT SHEAR 10581.46 0.00
0.00
TOTAL ABS SHEAR 10696.02 0.00
0.00
TOTAL CQC SHEAR 10588.66 0.00
0.00
RESPONSE LOAD CASE 4
CQC MODAL COMBINATION METHOD USED.
DYNAMIC WEIGHT X Y Z 1.218252E+05 0.000000E+00 1.218252E+05 KG
MISSING WEIGHT X Y Z -1.191363E+04 0.000000E+00 -6.874918E+02 KG
MODAL WEIGHT X Y Z 1.099116E+05 0.000000E+00 1.211377E+05 KG
MODE ACCELERATION-G DAMPING
---- -------------- -------
1 0.05785 0.05000
2 0.07151 0.05000
3 0.07269 0.05000
4 0.07423 0.05000
5 0.07579 0.05000
6 0.07721 0.05000
7 0.07814 0.05000
8 0.08594 0.05000
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
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~ Página 20 ~
9 0.08745 0.05000
10 0.08745 0.05000
MODAL BASE ACTIONS
MODAL BASE ACTIONS FORCES IN KG LENGTH IN METE
-----------------------------------------------------------
MOMENTS ARE
ABOUT THE ORIGIN
MODE PERIOD FX FY FZ MX MY
MZ
1 1.513 -85.65 0.00 1.16 4.63 -
377.31 341.83
2 1.224 -0.04 0.00 0.00 0.01 -
0.17 0.16
3 1.204 0.01 0.00 0.00 0.00
0.05 -0.03
4 1.178 -0.07 0.00 0.00 0.00 -
0.49 0.28
5 1.154 0.00 0.00 0.00 0.00
0.01 -0.02
6 1.133 -0.07 0.00 0.00 0.01 -
0.40 0.29
7 1.120 0.01 0.00 0.01 0.02
0.44 -0.05
8 1.018 -0.82 0.00 0.01 0.05 -
6.65 3.27
9 0.857 -114.39 0.00 1509.25 6026.68
14099.17 457.53
10 0.668 0.37 0.00 9082.93 36195.93 -
176530.25 -4.71
PARTICIPATION FACTORS
MASS PARTICIPATION FACTORS IN PERCENT BASE SHEAR IN KG
-------------------------------------- ------------------
MODE X Y Z SUMM-X SUMM-Y SUMM-Z X Y
Z
1 89.56 0.00 0.02 89.557 0.000 0.016 0.00 0.00
1.16
2 0.01 0.00 0.00 89.570 0.000 0.017 0.00 0.00
0.00
3 0.00 0.00 0.00 89.570 0.000 0.017 0.00 0.00
0.00
4 0.04 0.00 0.00 89.614 0.000 0.017 0.00 0.00
0.00
5 0.00 0.00 0.00 89.614 0.000 0.017 0.00 0.00
0.00
6 0.02 0.00 0.00 89.634 0.000 0.017 0.00 0.00
0.00
7 0.00 0.00 0.00 89.635 0.000 0.017 0.00 0.00
0.01
8 0.50 0.00 0.00 90.139 0.000 0.017 0.00 0.00
0.01
9 0.08 0.00 14.17 90.221 0.000 14.183 0.00 0.00
1509.25
10 0.00 0.00 85.25 90.221 0.000 99.436 0.00 0.00
9082.93
------------------------
---
TOTAL SRSS SHEAR 0.00 0.00
9207.47
TOTAL 10PCT SHEAR 0.00 0.00
9207.47
TOTAL ABS SHEAR 0.00 0.00
10593.37
TOTAL CQC SHEAR 0.00 0.00
9408.88
500. LOAD LIST 101 TO 118
501. PARAMETER 1
502. CODE LRFD
503. FYLD 3.515E+007 ALL
504. KY 1.2 MEMB 1 TO 21
505. KZ 1.2 MEMB 1 TO 21
506. MAIN 200 MEMB 1 TO 21
507. MAIN 1 MEMB 22 TO 93 95 TO 102 277 TO 379
508. CHECK CODE ALL
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 21 ~
STAAD.Pro CODE CHECKING - (LRFD)
***********************
ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
1 ST 155X155 (UPT)
PASS LRFD-H1-1B-C 0.417 104
1505.35 C -410.31 -1387.99 0.00
2 ST 155X155 (UPT)
PASS LRFD-H1-1B-C 0.447 103
3574.03 C 452.54 1402.14 0.00
3 ST 155X155 (UPT)
PASS LRFD-H1-1B-C 0.389 103
4330.33 C 436.42 1138.28 0.00
4 ST 155X155 (UPT)
PASS LRFD-H1-1B-C 0.550 104
7521.83 C -622.30 -1550.06 0.00
5 ST 155X155 (UPT)
PASS LRFD-H1-1B-C 0.585 103
10737.18 C 631.48 1582.50 0.00
6 ST 155X155 (UPT)
PASS LRFD-H1-1B-C 0.538 104
7594.28 C -589.18 -1527.38 0.00
7 ST 155X155 (UPT)
PASS LRFD-H1-1B-C 0.572 103
10284.13 C 607.06 1565.09 0.00
8 ST 155X155 (UPT)
PASS LRFD-H1-1B-C 0.540 104
7600.20 C -593.34 -1531.02 0.00
9 ST 155X155 (UPT)
PASS LRFD-H1-1B-C 0.571 103
10204.64 C 602.92 1567.54 0.00
10 ST 155X155 (UPT)
PASS LRFD-H1-1B-C 0.548 104
7580.10 C -633.72 -1530.18 0.00
11 ST 155X155 (UPT)
PASS LRFD-H1-1B-C 0.575 103
10094.44 C 628.40 1566.13 0.00
12 ST 155X155 (UPT)
PASS LRFD-H1-1B-C 0.562 104
7732.12 C -689.95 -1531.01 0.00
13 ST 155X155 (UPT)
PASS LRFD-H1-1B-C 0.572 103
7942.40 C 692.40 1563.23 0.00
14 ST 155X155 (UPT)
PASS LRFD-H1-1B-C 0.578 104
7720.17 C -759.20 -1531.94 0.00
15 ST 155X155 (UPT)
PASS LRFD-H1-1B-C 0.585 103
7958.47 C 751.74 1559.74 0.00
16 ST 155X155 (UPT)
PASS LRFD-H1-1B-C 0.593 104
7683.01 C -835.48 -1523.14 0.00
STAAD.Pro CODE CHECKING - (LRFD)
***********************
ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
17 ST 155X155 (UPT)
PASS LRFD-H1-1B-C 0.602 103
7986.92 C 818.11 1567.92 0.00
18 ST 155X155 (UPT)
PASS LRFD-H1-1B-C 0.656 104
5517.77 C -844.40 -1868.82 0.00
19 ST 155X155 (UPT)
PASS LRFD-H1-1B-C 0.583 103
6981.06 C 828.73 1509.36 0.00
20 ST 155X155 (UPT)
PASS LRFD-H1-1B-C 0.600 103
2977.54 C 1340.41 1214.73 0.00
21 ST 155X155 (UPT)
PASS LRFD-H1-1B-C 0.597 104
3767.43 C -1336.50 -1176.34 0.00
22 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.301 107
826.74 C 2.34 360.58 0.00
23 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.086 108
2137.31 T -7.97 -63.42 0.00
24 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.077 107
1901.47 T -0.35 -63.88 1.04
25 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.310 108
442.19 T 24.28 358.41 1.04
26 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.298 107
295.06 T 25.70 344.32 0.00
27 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.073 108
1512.64 T -2.34 -63.99 0.00
28 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.065 107
1482.23 T -3.71 -52.85 1.04
29 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.292 108
1870.23 C 4.67 327.22 1.04
30 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.610 103
345.84 C 285.62 475.93 0.00
31 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.329 102
9643.90 T -0.17 -94.49 1.04
32 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.565 103
12475.02 T -241.91 -79.05 1.04
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 22 ~
STAAD.Pro CODE CHECKING - (LRFD)
***********************
ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
33 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.676 103
15391.32 T -317.95 -47.27 1.04
34 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.667 104
14956.98 T -317.91 -51.26 0.00
35 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.540 104
11569.02 T -239.72 -80.56 0.00
36 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.275 102
7596.39 T -0.07 -96.69 0.00
37 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.610 104
2129.98 C 285.92 440.89 1.04
38 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.585 107
827.55 C 87.47 633.06 0.00
39 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.332 102
9746.01 T -0.14 -94.82 1.04
40 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.554 103
12586.47 T -221.06 -79.55 1.04
41 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.663 103
15574.14 T -292.53 -47.42 1.04
42 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.656 104
15258.69 T -292.46 -50.44 0.00
43 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.534 104
11918.10 T -218.00 -80.60 0.00
44 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.291 102
8207.39 T 0.00 -96.85 0.00
45 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.579 104
1637.72 C 266.24 431.40 1.04
46 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.590 103
304.19 C 267.61 469.73 0.00
47 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.332 102
9747.73 T -0.14 -94.77 1.04
48 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.558 103
12595.08 T -226.34 -79.62 1.04
STAAD.Pro CODE CHECKING - (LRFD)
***********************
ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
49 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.668 103
15589.96 T -298.66 -47.45 1.04
50 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.661 104
15288.54 T -298.50 -50.36 0.00
51 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.539 104
11954.67 T -223.20 -80.60 0.00
52 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.293 102
8265.39 T -0.01 -96.94 0.00
53 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.581 104
1590.52 C 270.92 430.31 1.04
54 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.598 103
344.17 C 264.59 481.65 0.00
55 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.331 102
9723.11 T -0.14 -94.58 1.04
56 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.556 103
12585.07 T -223.70 -79.63 1.04
57 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.664 103
15556.60 T -295.50 -47.49 1.04
58 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.658 104
15230.49 T -295.47 -50.60 0.00
59 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.536 104
11894.86 T -220.60 -80.67 0.00
60 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.290 102
8141.47 T 0.00 -97.01 0.00
61 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.590 104
1728.31 C 269.88 439.93 1.04
62 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.620 103
389.88 C 271.35 501.91 0.00
63 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.339 102
9982.69 T -0.14 -96.04 1.04
64 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.572 103
13003.61 T -228.85 -81.61 1.04
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 23 ~
STAAD.Pro CODE CHECKING - (LRFD)
***********************
ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
65 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.686 103
16147.82 T -302.90 -48.37 1.04
66 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.686 104
16145.38 T -302.58 -48.40 0.00
67 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.571 104
12998.38 T -227.06 -81.62 0.00
68 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.339 102
9969.28 T 0.00 -96.05 0.00
69 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.619 104
398.18 C 269.62 501.94 1.04
70 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.644 107
1023.62 C 90.74 699.83 0.00
71 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.339 102
9977.67 T -0.13 -95.96 1.04
72 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.572 103
13041.74 T -226.28 -81.88 1.04
73 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.685 103
16169.30 T -299.97 -48.54 1.04
74 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.685 104
16171.48 T -299.91 -48.52 0.00
75 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.571 104
13046.14 T -224.94 -81.85 0.00
76 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.339 102
9987.04 T 0.00 -96.10 0.00
77 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.639 108
1016.34 C 87.64 697.57 1.04
78 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.675 107
1144.27 C 93.18 734.47 0.00
79 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.338 102
9959.22 T -0.25 -95.90 1.04
80 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.578 103
13078.35 T -233.51 -82.15 1.04
STAAD.Pro CODE CHECKING - (LRFD)
***********************
ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
81 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.691 103
16185.94 T -308.18 -48.73 1.04
82 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.691 104
16187.36 T -307.72 -48.67 0.00
83 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.576 104
13086.25 T -231.21 -82.09 0.00
84 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.339 102
9987.45 T -0.06 -96.20 0.00
85 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.668 108
1122.63 C 89.93 729.72 1.04
86 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.578 107
2695.70 C 72.07 604.28 0.00
87 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.292 104
7385.18 T -88.64 -41.60 0.00
88 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.449 103
11090.36 T -148.39 -61.14 1.04
89 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.541 103
13359.27 T -207.33 -45.39 1.04
90 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.537 104
13378.55 T -211.16 -35.39 0.00
91 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.461 104
10887.55 T -167.14 -67.69 0.00
92 ST 100X100 (UPT)
PASS LRFD-H1-1A-T 0.280 102
8229.06 T 0.25 -80.13 0.00
93 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.630 108
1211.57 C 70.50 698.81 1.04
94 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.989 103
5095.06 C -380.09 -771.90 0.20
95 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.336 103
2705.52 C 87.80 281.30 0.00
96 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.425 103
1340.48 T 63.08 448.72 0.00
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 24 ~
STAAD.Pro CODE CHECKING - (LRFD)
***********************
ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
97 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.134 104
3936.89 T -66.58 -35.36 0.00
98 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.093 104
3016.28 T -44.98 -19.96 0.00
99 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.389 104
271.29 C 89.97 393.59 1.44
100 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.122 108
4302.20 T -11.52 -68.27 0.00
101 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.145 103
4330.93 T -17.04 -91.85 1.38
102 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.378 104
1242.37 C 4.17 447.27 1.38
103 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.357 104
1767.28 C 110.68 305.86 0.90
104 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.320 104
2745.86 C 46.82 304.21 0.90
105 ST 60X60 (UPT)
PASS LRFD-H1-1B-C 0.116 108
1690.71 C 16.36 3.46 0.90
106 ST 60X60 (UPT)
PASS LRFD-H1-1B-C 0.038 108
528.56 C -6.30 -0.61 0.83
107 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.152 103
608.89 T 23.78 23.77 0.00
108 ST 60X60 (UPT)
PASS LRFD-H1-1B-C 0.317 104
1105.38 C -22.79 -76.11 0.00
109 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.138 104
472.12 T -20.34 -23.76 0.00
110 ST 60X60 (UPT)
PASS LRFD-H1-1B-C 0.048 108
859.97 C 4.54 1.75 0.90
111 ST 60X60 (UPT)
PASS LRFD-H1-1B-C 0.157 107
1783.67 C 30.73 2.43 0.00
112 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.151 104
1754.64 T -21.83 -13.05 0.00
STAAD.Pro CODE CHECKING - (LRFD)
***********************
ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
113 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.062 104
589.40 T -12.20 -3.51 0.00
114 ST 60X60 (UPT)
PASS LRFD-H1-1B-C 0.116 108
1717.47 C -2.86 -13.31 1.26
115 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.341 108
2465.73 C 12.44 43.39 1.37
116 ST 60X60 (UPT)
PASS LRFD-H1-1B-C 0.245 107
2168.71 C 13.32 42.37 0.00
117 ST 60X60 (UPT)
PASS LRFD-H1-1B-C 0.091 108
1517.39 C 3.40 6.74 1.37
118 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.072 103
973.47 T -9.43 -5.72 1.37
119 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.111 103
1930.12 T 11.45 7.07 1.26
120 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.190 107
1004.38 C 13.57 204.84 0.00
121 ST 100X100 (UPT)
PASS LRFD-H1-1A-C 0.671 104
7105.29 C 232.62 417.96 0.90
122 ST 100X100 (UPT)
PASS LRFD-H1-1A-C 0.591 103
8935.70 C -48.80 -411.67 0.90
123 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.871 102
8730.85 C -98.78 0.30 0.00
124 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.566 102
6133.29 C -51.26 0.19 0.00
125 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.310 102
3627.70 C -20.20 0.09 0.00
126 ST 60X60 (UPT)
PASS LRFD-H1-1B-C 0.169 103
1916.51 C 3.45 32.22 0.00
127 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.367 102
4175.74 C 27.46 0.06 0.00
128 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.626 102
6749.71 C 57.54 0.13 0.00
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 25 ~
STAAD.Pro CODE CHECKING - (LRFD)
***********************
ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
129 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.916 102
8988.38 C 109.74 0.22 0.00
130 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.864 102
12461.38 T 0.19 42.37 1.37
131 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.653 102
9476.36 T -0.14 -30.55 0.00
132 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.395 104
4088.20 T -41.02 -17.89 0.00
133 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.195 104
1325.61 T -43.37 -11.84 0.00
134 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.217 103
1953.90 T -42.97 -13.19 1.37
135 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.444 102
6285.26 T -0.07 -24.74 1.37
136 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.730 102
10418.96 T -0.15 -38.59 1.37
137 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.855 102
12912.60 T 0.12 27.80 0.00
138 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.197 107
1896.91 C 21.34 188.04 0.00
139 ST 100X100 (UPT)
PASS LRFD-H1-1A-C 0.664 104
7123.11 C 237.59 402.56 0.90
140 ST 100X100 (UPT)
PASS LRFD-H1-1A-C 0.599 103
8726.53 C -85.25 -394.58 0.90
141 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.878 102
8811.19 C -99.37 0.17 0.00
142 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.573 102
6202.26 C -51.91 0.12 0.00
143 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.316 102
3699.09 C -20.75 0.06 0.00
144 ST 60X60 (UPT)
PASS LRFD-H1-1B-C 0.162 103
1917.84 C 2.75 30.72 0.00
STAAD.Pro CODE CHECKING - (LRFD)
***********************
ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
145 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.359 102
4109.01 C 26.20 0.02 0.00
146 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.618 102
6669.44 C 56.56 0.04 0.00
147 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.910 102
8976.94 C 107.72 0.05 0.00
148 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.873 102
12577.33 T 0.14 43.30 1.37
149 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.659 102
9583.11 T -0.08 -30.62 0.00
150 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.399 102
5554.17 T -0.02 -24.40 0.00
151 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.190 104
1391.73 T -40.71 -12.06 0.00
152 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.206 103
1862.81 T -40.17 -13.08 1.37
153 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.438 102
6181.85 T -0.03 -24.82 1.37
154 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.719 102
10295.44 T -0.07 -37.24 1.37
155 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.861 102
12891.50 T 0.08 30.71 0.00
156 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.159 107
1444.75 C 11.50 160.04 0.00
157 ST 100X100 (UPT)
PASS LRFD-H1-1A-C 0.665 104
7124.93 C 237.44 403.54 0.90
158 ST 100X100 (UPT)
PASS LRFD-H1-1A-C 0.602 103
8685.08 C -89.34 -396.23 0.90
159 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.879 102
8820.02 C -99.51 0.19 0.00
160 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.573 102
6209.78 C -51.97 0.13 0.00
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 26 ~
STAAD.Pro CODE CHECKING - (LRFD)
***********************
ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
161 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.317 102
3706.92 C -20.82 0.06 0.00
162 ST 60X60 (UPT)
PASS LRFD-H1-1B-C 0.162 103
1917.96 C 2.67 30.77 0.00
163 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.358 102
4101.57 C 26.07 0.03 0.00
164 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.617 102
6660.98 C 56.47 0.06 0.00
165 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.909 102
8973.85 C 107.46 0.09 0.00
166 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.874 102
12586.69 T 0.15 43.43 1.37
167 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.660 102
9595.35 T -0.09 -30.62 0.00
168 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.399 102
5565.94 T -0.02 -24.44 0.00
169 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.192 104
1400.93 T -41.19 -12.08 0.00
170 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.207 103
1853.55 T -40.56 -13.06 1.37
171 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.437 102
6170.46 T -0.04 -24.82 1.37
172 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.718 102
10281.78 T -0.08 -37.13 1.37
173 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.861 102
12889.70 T 0.08 30.90 0.00
174 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.157 107
1394.48 C 12.52 157.63 0.00
175 ST 100X100 (UPT)
PASS LRFD-H1-1A-C 0.666 104
7116.57 C 239.51 403.98 0.90
176 ST 100X100 (UPT)
PASS LRFD-H1-1A-C 0.598 103
8618.08 C -86.70 -396.23 0.90
STAAD.Pro CODE CHECKING - (LRFD)
***********************
ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
177 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.878 102
8807.24 C -99.45 0.19 0.00
178 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.572 102
6195.55 C -51.84 0.12 0.00
179 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.316 102
3692.95 C -20.71 0.06 0.00
180 ST 60X60 (UPT)
PASS LRFD-H1-1B-C 0.163 103
1917.63 C 2.91 30.65 0.00
181 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.360 102
4114.77 C 26.32 0.02 0.00
182 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.618 102
6676.35 C 56.69 0.03 0.00
183 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.910 102
8979.01 C 107.71 0.02 0.00
184 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.873 102
12563.45 T 0.14 43.46 1.37
185 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.659 102
9574.22 T -0.09 -30.54 0.00
186 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.398 102
5544.72 T -0.03 -24.38 0.00
187 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.191 104
1398.05 T -40.87 -12.05 0.00
188 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.207 103
1883.70 T -40.32 -13.10 1.37
189 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.438 102
6191.16 T -0.02 -24.81 1.37
190 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.720 102
10304.39 T -0.05 -37.33 1.37
191 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.861 102
12901.33 T 0.07 30.46 0.00
192 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.164 107
1463.69 C 12.21 163.80 0.00
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 27 ~
STAAD.Pro CODE CHECKING - (LRFD)
***********************
ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
193 ST 100X100 (UPT)
PASS LRFD-H1-1A-C 0.676 104
7284.34 C 247.76 402.71 0.90
194 ST 100X100 (UPT)
PASS LRFD-H1-1A-C 0.680 103
7204.69 C -244.02 -414.59 0.90
195 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.898 102
9020.24 C -101.42 0.20 0.00
196 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.593 102
6412.37 C -53.80 0.13 0.00
197 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.335 102
3909.92 C -22.45 0.06 0.00
198 ST 60X60 (UPT)
PASS LRFD-H1-1B-C 0.160 103
1921.24 C 1.20 31.27 0.00
199 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.336 102
3913.24 C 22.50 0.02 0.00
200 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.593 102
6416.75 C 53.83 0.03 0.00
201 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.897 102
9018.69 C 101.55 0.03 0.00
202 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.895 102
12886.74 T 0.14 44.33 1.37
203 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.681 102
9906.84 T -0.10 -31.44 0.00
204 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.420 102
5873.06 T -0.03 -25.34 0.00
205 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.203 104
1659.95 T -41.64 -12.78 0.00
206 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.203 103
1663.84 T -41.43 -12.78 1.37
207 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.421 102
5878.08 T -0.02 -25.34 1.37
208 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.682 102
9913.76 T -0.06 -31.56 1.37
STAAD.Pro CODE CHECKING - (LRFD)
***********************
ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
209 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.894 102
12883.76 T 0.08 44.07 0.00
210 ST 100X100 (UPT)
PASS LRFD-H1-1A-C 0.681 104
7294.25 C 252.29 405.10 0.90
211 ST 100X100 (UPT)
PASS LRFD-H1-1A-C 0.684 103
7197.90 C -252.80 -411.89 0.90
212 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.898 102
9024.13 C -101.52 0.09 0.00
213 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.593 102
6415.18 C -53.83 0.08 0.00
214 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.336 102
3912.99 C -22.49 0.05 0.00
215 ST 60X60 (UPT)
PASS LRFD-H1-1B-C 0.160 103
1921.25 C 1.37 31.06 0.00
216 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.335 102
3910.38 C 22.45 0.03 0.00
217 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.592 102
6413.01 C 53.81 0.07 0.00
218 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.897 102
9020.02 C 101.39 0.11 0.00
219 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.895 102
12888.57 T 0.14 44.43 1.37
220 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.681 102
9911.88 T -0.03 -31.43 0.00
221 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.421 102
5877.63 T 0.01 -25.36 0.00
222 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.203 104
1688.79 T -41.21 -12.82 0.00
223 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.203 103
1685.85 T -41.21 -12.81 1.37
224 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.421 102
5873.81 T -0.05 -25.34 1.37
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 28 ~
STAAD.Pro CODE CHECKING - (LRFD)
***********************
ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
225 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.681 102
9907.44 T -0.11 -31.46 1.37
226 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.894 102
12888.54 T 0.08 44.28 0.00
227 ST 100X100 (UPT)
PASS LRFD-H1-1A-C 0.674 104
7310.76 C 255.95 390.03 0.90
228 ST 100X100 (UPT)
PASS LRFD-H1-1A-C 0.692 103
7201.90 C -257.40 -419.06 0.90
229 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.900 102
9022.33 C -101.69 0.93 0.00
230 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.594 102
6418.39 C -53.84 0.46 0.00
231 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.336 102
3915.34 C -22.53 0.18 0.00
232 ST 60X60 (UPT)
PASS LRFD-H1-1B-C 0.162 103
1921.24 C 1.57 31.64 0.00
233 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.336 103
2968.77 C 18.13 31.40 0.00
234 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.592 102
6411.09 C 53.79 0.04 0.00
235 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.897 102
9014.52 C 101.32 -0.04 0.00
236 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.894 102
12882.79 T 0.25 44.22 1.37
237 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.683 102
9917.49 T -0.52 -31.53 0.00
238 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.421 102
5881.10 T -0.24 -25.35 0.00
239 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.206 104
1720.72 T -41.99 -12.87 0.00
240 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.206 103
1712.16 T -42.10 -12.85 1.37
STAAD.Pro CODE CHECKING - (LRFD)
***********************
ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
241 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.420 102
5869.92 T 0.07 -25.32 1.37
242 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.681 102
9903.69 T 0.03 -31.52 1.37
243 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.894 102
12884.85 T 0.16 44.06 0.00
244 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.571 103
5933.94 C -247.49 -360.06 0.90
245 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.656 102
6305.39 C -73.29 -9.24 0.00
246 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.465 102
4907.58 C -43.44 -2.29 0.00
247 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.294 102
3301.73 C -22.77 -0.57 0.00
248 ST 60X60 (UPT)
PASS LRFD-H1-1B-C 0.138 104
1455.26 C -9.51 -21.09 0.00
249 ST 60X60 (UPT)
PASS LRFD-H1-1B-C 0.182 103
2364.94 C 13.26 21.53 0.00
250 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.448 102
4897.05 C 39.31 0.08 0.00
251 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.734 102
7393.27 C 81.90 0.79 0.00
252 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.633 102
9101.70 T 4.56 27.19 1.37
253 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.531 102
7579.22 T 3.67 -24.63 0.00
254 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.366 104
4265.80 T -27.64 -15.19 0.00
255 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.186 104
2345.02 T -29.38 -11.33 0.00
256 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.146 103
1279.73 T -28.36 -9.87 1.37
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 29 ~
STAAD.Pro CODE CHECKING - (LRFD)
***********************
ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
257 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.324 103
3547.01 T -28.06 -15.35 1.37
258 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.524 102
7567.24 T -1.09 -24.59 1.37
259 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.733 102
10549.50 T -0.77 36.06 0.00
260 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.779 104
5057.69 C -186.12 -701.25 0.00
261 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.609 103
2442.32 C 524.83 195.85 0.00
262 ST 60X60 (UPT)
PASS LRFD-H1-1B-C 0.560 104
1000.72 C -105.73 -81.39 0.00
263 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.148 104
265.14 T -33.89 -15.91 0.00
264 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.066 103
524.44 T -14.75 -3.17 0.70
265 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.223 103
78.12 T 57.34 21.20 0.00
266 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.286 104
871.48 T -72.72 -19.65 0.00
267 ST 60X60 (UPT)
PASS LRFD-H1-1B-C 0.090 104
626.91 C 19.91 4.49 0.70
268 ST 60X60 (UPT)
PASS LRFD-H1-1B-C 0.255 103
2166.50 C 53.69 10.75 0.00
269 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.153 104
1415.80 T -22.27 -16.91 0.00
270 ST 60X60 (UPT)
PASS LRFD-H1-1B-C 0.120 103
1094.89 C 20.65 4.74 0.00
271 ST 60X60 (UPT)
PASS LRFD-H1-1B-C 0.150 103
2200.73 C 14.29 3.99 0.00
272 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.451 104
2746.32 C 22.37 60.21 1.60
STAAD.Pro CODE CHECKING - (LRFD)
***********************
ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
273 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.573 103
3970.74 C 24.49 65.76 0.00
274 ST 60X60 (UPT)
PASS LRFD-H1-1A-C 0.278 103
2934.40 C 3.11 5.09 0.00
275 ST 60X60 (UPT)
PASS LRFD-H1-1B-T 0.077 107
1391.17 T -4.26 -8.13 1.55
276 ST 60X60 (UPT)
PASS LRFD-H1-1A-T 0.306 102
4642.20 T 0.06 -9.23 1.55
277 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.136 107
1266.81 C 15.30 131.17 0.00
278 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.099 102
1318.56 C 0.21 99.31 0.00
279 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.087 102
113.63 C 0.06 106.83 1.04
280 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.182 102
2376.84 T -0.88 187.15 1.04
281 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.174 102
1844.84 T -0.91 186.13 0.00
282 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.086 102
305.88 C 0.02 101.92 0.00
283 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.091 102
1157.42 C 0.09 92.33 0.00
284 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.207 104
537.63 C 78.69 171.60 1.04
285 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.219 102
1032.57 T 1.15 256.68 0.00
286 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.718 103
5201.17 T 548.03 266.58 0.00
287 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.259 103
67.57 C 142.05 182.68 0.00
288 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.388 104
3073.02 C 338.86 91.45 1.04
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 30 ~
STAAD.Pro CODE CHECKING - (LRFD)
***********************
ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
289 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.452 104
3962.82 C 371.91 122.11 1.04
290 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.451 103
3957.59 C 371.89 119.94 0.00
291 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.375 103
2580.11 C 335.83 86.68 0.00
292 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.251 104
894.91 T 145.31 155.68 1.04
293 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.882 104
6706.21 T 551.96 443.87 1.04
294 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.478 102
2052.01 T 0.38 565.83 0.00
295 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.713 103
5421.07 T 544.68 259.64 0.00
296 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.262 103
79.51 T 145.59 183.27 0.00
297 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.367 104
2997.74 C 313.85 90.57 1.04
298 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.430 104
3961.98 C 344.34 121.96 1.04
299 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.429 103
3958.01 C 344.34 120.34 0.00
300 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.354 103
2628.08 C 309.16 86.88 0.00
301 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.257 104
800.32 T 150.17 159.59 1.04
302 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.845 104
6552.85 T 545.88 405.53 1.04
303 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.387 102
1489.12 T 0.14 460.94 0.00
304 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.713 103
5445.49 T 544.47 259.34 0.00
STAAD.Pro CODE CHECKING - (LRFD)
***********************
ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
305 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.262 103
95.82 T 145.09 183.43 0.00
306 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.371 104
2989.21 C 320.18 90.49 1.04
307 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.435 104
3962.26 C 349.95 121.94 1.04
308 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.433 103
3958.44 C 349.97 120.39 0.00
309 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.359 103
2634.03 C 314.51 86.90 0.00
310 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.256 104
788.29 T 148.76 159.96 1.04
311 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.843 104
6533.04 T 547.00 402.13 1.04
312 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.379 102
1441.25 T 0.19 452.46 0.00
313 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.712 103
5382.39 T 543.00 260.96 0.00
314 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.262 103
55.46 T 144.70 184.35 0.00
315 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.369 104
3008.95 C 316.47 90.72 1.04
316 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.432 104
3963.23 C 346.95 122.01 1.04
317 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.431 103
3959.13 C 346.94 120.34 0.00
318 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.357 103
2627.88 C 311.88 86.91 0.00
319 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.256 104
798.89 T 148.99 160.16 1.04
320 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.848 104
6547.50 T 546.04 409.68 1.04
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 31 ~
STAAD.Pro CODE CHECKING - (LRFD)
***********************
ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
321 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.402 102
1574.16 T 0.10 478.95 0.00
322 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.733 103
5925.99 T 552.84 268.67 0.00
323 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.271 103
422.29 T 147.33 186.98 0.00
324 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.370 104
2819.68 C 323.56 88.02 1.04
325 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.439 104
3962.11 C 355.34 121.72 1.04
326 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.439 103
3962.10 C 355.41 121.71 0.00
327 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.367 103
2816.62 C 320.08 87.97 0.00
328 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.271 104
428.10 T 147.60 186.44 1.04
329 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.731 104
5935.83 T 547.25 271.60 1.04
330 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.736 103
5888.80 T 552.79 272.44 0.00
331 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.272 103
400.31 T 146.79 188.71 0.00
332 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.366 104
2829.97 C 319.16 88.06 1.04
333 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.437 104
3964.35 C 352.35 121.80 1.04
334 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.437 103
3964.37 C 352.34 121.81 0.00
335 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.366 103
2832.28 C 318.49 88.06 0.00
336 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.274 104
395.80 T 149.09 188.52 1.04
STAAD.Pro CODE CHECKING - (LRFD)
***********************
ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
337 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.731 104
5881.66 T 546.81 272.96 1.04
338 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.738 103
5842.61 T 551.46 277.75 0.00
339 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.271 103
372.33 T 144.35 189.74 0.00
340 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.374 104
2843.42 C 328.36 88.12 1.04
341 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.443 104
3967.18 C 360.76 121.90 1.04
342 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.444 103
3967.17 C 360.97 121.93 0.00
343 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.372 103
2850.25 C 325.78 88.16 0.00
344 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.274 104
359.04 T 148.43 189.95 1.04
345 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.736 104
5821.80 T 548.56 278.64 1.04
346 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.551 103
3990.78 T 361.90 263.47 0.00
347 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.185 106
1780.08 T -94.16 108.60 0.00
348 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.246 104
2129.69 C 212.43 56.43 1.04
349 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.315 104
3041.43 C 245.50 93.15 1.04
350 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.315 103
3030.86 C 243.53 95.59 0.00
351 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.296 103
2999.88 C 231.68 84.05 0.00
352 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.229 104
1193.32 C 89.85 176.26 1.04
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 32 ~
STAAD.Pro CODE CHECKING - (LRFD)
***********************
ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
353 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.549 105
4984.32 T -365.88 240.11 1.04
354 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.436 104
0.00 C 240.68 308.47 4.31
355 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.475 103
0.00 C 332.06 265.49 0.00
356 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.448 104
0.00 C 289.85 273.75 4.31
357 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.454 103
0.00 C 293.66 277.69 0.00
358 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.453 103
0.00 C 292.21 278.14 0.00
359 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.456 103
0.00 C 296.90 277.38 0.00
360 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.478 104
0.00 C 311.20 290.96 4.31
361 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.426 103
0.00 C 277.00 259.01 0.00
362 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.430 104
0.00 C 212.28 328.41 4.31
363 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.483 103
0.00 C 321.00 286.85 0.00
364 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.457 104
0.00 C 277.98 297.18 4.31
365 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.462 103
0.00 C 281.20 299.65 0.00
366 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.460 104
0.00 C 291.63 286.95 4.31
367 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.462 103
0.00 C 296.21 284.95 0.00
368 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.464 104
0.00 C 306.28 277.44 4.31
STAAD.Pro CODE CHECKING - (LRFD)
***********************
ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
369 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.460 104
0.00 C 256.79 322.18 4.31
370 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.135 104
2381.28 C 81.28 41.48 1.44
371 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.275 102
4691.93 T 2.15 263.54 0.00
372 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.114 103
1360.08 C 59.16 57.66 0.00
373 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.077 103
779.85 C 32.69 48.55 0.00
374 ST 100X100 (UPT)
PASS LRFD-H1-1B-T 0.237 102
2574.29 T 2.78 250.95 1.44
375 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.117 107
535.73 C 22.12 114.37 0.00
376 ST 100X100 (UPT)
PASS LRFD-H1-1B-C 0.161 102
2720.86 C -0.91 150.01 0.00
509. STEEL TAKE OFF LIST 1 TO 379
STEEL TAKE-OFF
--------------
PROFILE LENGTH(METE) WEIGHT(KG )
ST 155X155 65.50 1389.956
ST 100X100 276.81 2523.940
ST 60X60 173.09 704.725
----------------
TOTAL = 4618.621
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 33 ~
510. ***CARGA PARA FUNDACIONES (SERVICIO)***
511. LOAD LIST 201 TO 226
512. PRINT SUPPORT REACTION
SUPPORT REACTIONS -UNIT KG METE STRUCTURE TYPE = SPACE
-----------------
JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z
1 201 8.14 1499.68 12.94 10.58 -0.37 -18.75
202 9.50 1893.26 16.50 13.50 -0.44 -22.64
203 300.86 1705.66 159.90 288.91 2.31 937.10
204 -284.59 1293.70 -134.02 -267.75 -3.04 -974.59
205 291.41 1544.70 -45.37 -99.89 -0.91 907.63
206 -275.13 1454.66 71.26 121.04 0.18 -945.12
207 110.29 1805.60 368.36 683.75 5.32 312.70
208 -94.02 1193.75 -342.47 -662.59 -6.05 -350.19
209 -62.51 1730.30 341.76 633.39 4.69 -251.97
210 78.78 1269.05 -315.88 -612.23 -5.42 214.48
211 227.68 1654.17 123.16 219.32 1.64 698.14
212 -211.41 1345.19 -97.28 -198.17 -2.37 -735.63
213 220.59 1533.44 -30.79 -72.27 -0.78 676.04
214 -204.32 1465.92 56.68 93.43 0.05 -713.53
215 84.75 1729.12 279.50 515.46 3.90 229.84
216 -68.48 1270.24 -253.62 -494.30 -4.63 -267.33
217 -44.84 1672.65 259.56 477.69 3.42 -193.66
218 61.12 1326.71 -233.68 -456.53 -4.15 156.17
219 297.61 1105.79 154.72 284.68 2.45 944.60
220 -287.84 693.82 -139.19 -271.98 -2.89 -967.09
221 288.15 944.83 -50.55 -104.12 -0.77 915.13
222 -278.39 854.79 66.08 116.81 0.33 -937.63
223 107.04 1205.73 363.18 679.52 5.47 320.20
224 -97.27 593.88 -347.65 -666.82 -5.91 -342.69
225 -65.76 1130.43 336.59 629.16 4.83 -244.47
226 75.53 669.18 -321.06 -616.47 -5.27 221.98
2 201 7.27 2774.24 -20.43 -31.79 -0.14 -15.07
202 8.38 3527.30 -26.10 -40.59 -0.18 -18.01
203 314.15 2945.70 138.28 258.28 24.96 979.09
204 -299.62 2602.78 -179.14 -321.86 -25.23 -1009.22
205 299.80 2777.05 -83.32 -146.75 21.27 934.05
206 -285.27 2771.43 42.47 83.16 -21.54 -964.19
207 121.09 3081.47 363.29 669.52 12.99 351.49
208 -106.56 2467.01 -404.14 -733.10 -13.27 -381.63
209 -58.73 3029.19 334.54 616.99 -0.96 -231.49
210 73.27 2519.29 -375.39 -680.57 0.68 201.36
211 237.43 2902.83 98.61 185.76 18.69 730.55
212 -222.90 2645.65 -139.46 -249.34 -18.96 -760.69
213 226.67 2776.34 -67.60 -118.01 15.92 696.77
214 -212.14 2772.14 26.74 54.43 -16.19 -726.91
215 92.64 3004.66 267.36 494.19 9.71 259.85
216 -78.10 2543.82 -308.21 -557.78 -9.98 -289.99
217 -42.23 2965.45 245.80 454.79 -0.75 -177.39
218 56.77 2583.03 -286.65 -518.37 0.48 147.25
219 311.24 1836.00 146.45 271.00 25.01 985.11
220 -302.52 1493.09 -170.97 -309.15 -25.18 -1003.20
221 296.90 1667.35 -75.15 -134.03 21.32 940.08
222 -288.18 1661.74 50.64 95.88 -21.49 -958.16
223 118.19 1971.77 371.46 682.24 13.05 357.52
SUPPORT REACTIONS -UNIT KG METE STRUCTURE TYPE = SPACE
-----------------
JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z
224 -109.47 1357.32 -395.97 -720.39 -13.21 -375.60
225 -61.64 1919.49 342.71 629.70 -0.90 -225.47
226 70.36 1409.60 -367.22 -667.85 0.74 207.38
3 201 3.14 3595.59 -10.56 -19.42 -0.28 -9.22
202 3.86 4582.35 -13.47 -24.77 -0.35 -11.69
203 220.71 3606.52 146.18 269.77 5.53 795.32
204 -214.42 3584.65 -167.30 -308.60 -6.10 -813.75
205 216.33 3601.05 -72.73 -134.11 0.81 779.32
206 -210.04 3590.12 51.61 95.28 -1.37 -797.75
207 75.06 3607.17 368.47 679.90 8.62 256.41
208 -68.78 3584.01 -389.59 -718.73 -9.19 -274.84
209 -54.16 3602.25 340.10 627.55 6.55 -221.51
210 60.45 3588.93 -361.21 -666.38 -7.12 203.08
211 166.32 3603.79 106.99 197.47 4.08 594.19
212 -160.03 3587.39 -128.11 -236.30 -4.64 -612.62
213 163.03 3599.69 -57.18 -105.44 0.53 582.19
214 -156.74 3591.49 36.06 66.61 -1.10 -600.62
215 57.08 3604.27 273.71 505.07 6.40 190.00
216 -50.80 3586.90 -294.83 -543.90 -6.96 -208.44
217 -39.83 3600.58 252.43 465.81 4.84 -168.44
218 46.12 3590.59 -273.55 -504.64 -5.41 150.01
219 219.45 2168.29 150.40 277.54 5.64 799.01
220 -215.68 2146.42 -163.07 -300.83 -5.98 -810.07
221 215.07 2162.82 -68.50 -126.35 0.92 783.01
222 -211.30 2151.89 55.83 103.05 -1.26 -794.07
223 73.81 2168.93 372.69 687.66 8.74 260.10
224 -70.03 2145.77 -385.36 -710.96 -9.08 -271.16
225 -55.42 2164.01 344.32 635.32 6.67 -217.83
226 59.19 2150.69 -356.99 -658.62 -7.01 206.77
4 201 4.47 6355.55 181.48 234.18 -0.08 -12.57
202 5.99 8130.61 233.07 300.82 -0.09 -16.72
203 368.83 6428.94 307.48 473.08 196.67 1061.91
204 -359.89 6282.17 55.48 -4.71 -196.83 -1087.05
205 357.64 6326.66 116.50 111.04 193.05 1029.60
206 -348.71 6384.45 246.46 357.33 -193.20 -1054.74
207 130.74 6532.69 508.94 854.94 64.44 358.79
208 -121.81 6178.42 -145.97 -386.58 -64.60 -383.93
209 -84.52 6519.34 490.63 820.22 -52.52 -276.20
210 93.45 6191.77 -127.66 -351.85 52.36 251.06
211 277.74 6410.59 275.98 413.36 147.48 793.29
212 -268.80 6300.52 86.98 55.01 -147.64 -818.43
213 269.35 6333.88 132.75 141.83 144.77 769.05
214 -260.42 6377.22 230.22 326.54 -144.92 -794.20
215 99.17 6488.40 427.07 699.75 48.31 265.95
216 -90.24 6222.70 -64.11 -231.39 -48.47 -291.09
217 -62.27 6478.39 413.34 673.71 -39.41 -210.30
218 71.21 6232.71 -50.38 -205.34 39.25 185.16
219 367.04 3886.71 234.89 379.41 196.70 1066.94
220 -361.68 3739.95 -17.11 -98.39 -196.80 -1082.03
221 355.86 3784.44 43.91 17.37 193.08 1034.62
222 -350.50 3842.23 173.87 263.65 -193.17 -1049.71
223 128.95 3990.47 436.34 761.27 64.47 363.82
224 -123.59 3636.20 -218.56 -480.25 -64.57 -378.90
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 34 ~
SUPPORT REACTIONS -UNIT KG METE STRUCTURE TYPE = SPACE
-----------------
JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z
225 -86.31 3977.12 418.04 726.55 -52.49 -271.18
226 91.67 3649.55 -200.26 -445.53 52.40 256.09
5 201 3.24 8847.82 -175.52 -230.16 -0.38 -8.61
202 4.43 11335.00 -225.36 -295.46 -0.49 -11.66
203 386.19 8931.68 -39.61 18.55 192.46 1106.37
204 -379.70 8763.96 -311.43 -478.86 -193.22 -1123.58
205 369.00 8830.09 -245.58 -358.33 184.68 1056.65
206 -362.51 8865.54 -105.46 -101.99 -185.44 -1073.86
207 144.19 9027.05 177.65 416.05 69.27 401.30
208 -137.71 8668.59 -528.69 -876.36 -70.04 -418.51
209 -80.42 9007.21 157.89 379.89 -44.10 -252.77
210 86.90 8688.43 -508.93 -840.20 43.34 235.56
211 290.45 8910.71 -73.59 -43.63 144.25 827.63
212 -283.97 8784.92 -277.46 -416.68 -145.01 -844.84
213 277.56 8834.52 -228.07 -326.28 138.41 790.34
214 -271.08 8861.11 -122.97 -134.03 -139.18 -807.55
215 108.96 8982.24 89.36 254.50 51.86 298.82
216 -102.47 8713.40 -440.40 -714.81 -52.62 -316.03
217 -59.50 8967.36 74.54 227.38 -33.17 -191.73
218 65.99 8728.27 -425.58 -687.69 32.41 174.52
219 384.89 5392.55 30.60 110.61 192.61 1109.81
220 -381.00 5224.83 -241.23 -386.80 -193.07 -1120.14
221 367.70 5290.96 -175.37 -266.26 184.83 1060.09
222 -363.81 5326.42 -35.25 -9.92 -185.29 -1070.42
223 142.90 5487.92 247.86 508.11 69.42 404.74
224 -139.01 5129.46 -458.48 -784.30 -69.88 -415.07
225 -81.71 5468.08 228.10 471.95 -43.95 -249.33
226 85.60 5149.30 -438.73 -748.14 43.49 239.00
6 201 3.88 6400.30 183.04 237.54 -0.12 -11.60
202 5.07 8188.69 235.04 305.09 -0.15 -15.20
203 359.24 6460.55 295.34 450.43 169.45 1047.83
204 -351.49 6340.04 70.73 24.65 -169.69 -1071.02
205 348.22 6362.56 112.01 102.94 165.79 1015.79
206 -340.47 6438.03 254.06 372.14 -166.03 -1038.99
207 127.20 6566.99 494.77 828.43 56.30 354.82
208 -119.45 6233.61 -128.70 -353.35 -56.54 -378.01
209 -82.71 6560.23 482.39 804.94 -44.34 -271.23
210 90.46 6240.36 -116.32 -329.86 44.10 248.03
211 270.40 6445.49 267.26 397.21 127.06 782.97
212 -262.65 6355.11 98.81 77.88 -127.30 -806.17
213 262.13 6372.00 129.77 136.59 124.31 758.94
214 -254.38 6428.60 236.30 338.49 -124.55 -782.14
215 96.37 6525.32 416.84 680.71 42.20 263.21
216 -88.62 6275.28 -50.77 -205.62 -42.43 -286.41
217 -61.07 6520.25 407.55 663.09 -33.28 -206.32
218 68.82 6280.35 -41.48 -188.01 33.05 183.12
219 357.69 3900.43 222.13 355.41 169.50 1052.46
220 -353.04 3779.92 -2.48 -70.36 -169.64 -1066.38
221 346.67 3802.45 38.80 7.93 165.84 1020.43
222 -342.02 3877.91 180.84 277.13 -165.98 -1034.35
223 125.65 4006.87 421.56 733.41 56.35 359.46
224 -121.00 3673.49 -201.92 -448.36 -56.49 -373.37
225 -84.26 4000.11 409.17 709.93 -44.29 -266.59
SUPPORT REACTIONS -UNIT KG METE STRUCTURE TYPE = SPACE
-----------------
JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z
226 88.91 3680.24 -189.53 -424.88 44.15 252.67
7 201 2.36 8497.89 -184.98 -241.13 -0.28 -7.21
202 3.15 10885.39 -237.53 -309.60 -0.36 -9.61
203 377.18 8558.55 -63.07 -18.73 161.37 1094.41
204 -372.45 8437.23 -306.90 -463.53 -161.93 -1108.83
205 360.28 8460.40 -262.08 -381.74 155.23 1045.34
206 -355.56 8535.38 -107.88 -100.51 -155.79 -1059.75
207 140.43 8664.95 153.44 376.16 57.53 397.71
208 -135.71 8330.83 -523.40 -858.41 -58.09 -412.13
209 -79.39 8658.00 139.99 351.62 -37.62 -248.54
210 84.11 8337.78 -509.96 -833.88 37.06 234.12
211 283.47 8543.39 -93.55 -74.33 120.96 819.01
212 -278.75 8452.40 -276.42 -407.93 -121.52 -833.43
213 270.80 8469.77 -242.81 -346.59 116.36 782.20
214 -266.08 8526.01 -127.16 -135.67 -116.91 -796.62
215 105.91 8623.19 68.83 221.84 43.08 296.48
216 -101.19 8372.59 -438.80 -704.09 -43.63 -310.90
217 -58.95 8617.97 58.75 203.44 -28.28 -188.21
218 63.67 8377.81 -428.71 -685.69 27.73 173.79
219 376.23 5159.40 10.93 77.72 161.48 1097.30
220 -373.40 5038.07 -232.91 -367.07 -161.82 -1105.95
221 359.34 5061.24 -188.09 -285.29 155.34 1048.22
222 -356.50 5136.23 -33.89 -4.06 -155.68 -1056.87
223 139.49 5265.80 227.43 472.61 57.64 400.60
224 -136.65 4931.67 -449.41 -761.96 -57.98 -409.25
225 -80.33 5258.85 213.98 448.07 -37.51 -245.65
226 83.17 4938.62 -435.96 -737.43 37.17 237.00
8 201 3.94 6405.23 185.11 241.51 -0.11 -11.71
202 5.18 8194.62 237.69 310.15 -0.14 -15.38
203 360.81 6465.48 297.20 453.98 175.96 1050.17
204 -352.92 6344.98 73.02 29.04 -176.18 -1073.59
205 349.85 6367.89 114.62 107.95 172.11 1018.22
206 -341.97 6442.57 255.60 375.06 -172.33 -1041.64
207 127.62 6571.33 495.65 830.05 58.54 355.31
208 -119.73 6239.13 -125.43 -347.04 -58.77 -378.73
209 -83.21 6564.45 483.17 806.38 -45.94 -272.23
210 91.10 6246.01 -112.95 -323.36 45.72 248.82
211 271.59 6450.42 269.18 400.86 131.94 784.70
212 -263.71 6360.04 101.04 82.15 -132.16 -808.12
213 263.37 6377.22 132.24 141.34 129.05 760.74
214 -255.49 6433.24 237.98 341.67 -129.28 -784.16
215 96.70 6529.80 418.01 682.92 43.88 263.56
216 -88.81 6280.66 -47.79 -199.90 -44.10 -286.97
217 -61.43 6524.65 408.65 665.16 -34.49 -207.10
218 69.31 6285.81 -38.43 -182.14 34.26 183.69
219 359.23 3903.39 223.15 357.38 176.00 1054.85
220 -354.50 3782.89 -1.02 -67.57 -176.13 -1068.90
221 348.28 3805.79 40.58 11.35 172.15 1022.91
222 -343.54 3880.48 181.56 278.46 -172.29 -1036.96
223 126.04 4009.23 421.60 733.45 58.59 359.99
224 -121.31 3677.04 -199.47 -443.64 -58.72 -374.04
225 -84.79 4002.36 409.12 709.77 -45.90 -267.55
226 89.52 3683.92 -186.99 -419.97 45.77 253.50
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 35 ~
SUPPORT REACTIONS -UNIT KG METE STRUCTURE TYPE = SPACE
-----------------
JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z
9 201 2.56 8432.86 -183.64 -238.20 -0.29 -7.52
202 3.42 10807.16 -235.75 -305.77 -0.37 -10.04
203 378.78 8492.51 -61.96 -16.24 168.94 1096.08
204 -373.66 8373.22 -305.33 -460.16 -169.53 -1111.12
205 361.92 8394.88 -260.17 -377.72 162.74 1047.06
206 -356.80 8470.85 -107.12 -98.67 -163.32 -1062.10
207 140.99 8598.84 153.47 376.65 59.89 397.90
208 -135.87 8266.89 -520.76 -853.04 -60.47 -412.95
209 -79.69 8592.34 139.93 351.92 -39.79 -249.55
210 84.81 8273.39 -507.22 -828.31 39.21 234.51
211 284.72 8477.60 -92.38 -71.73 126.64 820.18
212 -279.60 8388.13 -274.91 -404.67 -127.22 -835.22
213 272.08 8404.37 -241.04 -342.84 121.98 783.41
214 -266.96 8461.36 -126.25 -133.55 -122.56 -798.45
215 106.38 8557.34 69.19 222.94 44.85 296.55
216 -101.26 8308.38 -436.48 -699.33 -45.43 -311.59
217 -59.13 8552.47 59.03 204.39 -29.91 -189.04
218 64.25 8313.26 -426.32 -680.78 29.33 174.00
219 377.75 5119.36 11.49 79.04 169.06 1099.08
220 -374.68 5000.07 -231.87 -364.88 -169.41 -1108.11
221 360.90 5021.73 -186.71 -282.44 162.85 1050.06
222 -357.83 5097.71 -33.66 -3.39 -163.20 -1059.09
223 139.96 5225.69 226.93 471.93 60.01 400.91
224 -136.89 4893.75 -447.30 -757.76 -60.36 -409.94
225 -80.71 5219.19 213.38 447.19 -39.67 -246.54
226 83.78 4900.24 -433.76 -733.03 39.32 237.51
10 201 3.94 6396.03 187.14 245.44 -0.12 -11.71
202 5.17 8183.40 240.27 315.14 -0.15 -15.37
203 360.44 6462.63 312.39 482.88 173.09 1049.58
204 -352.56 6329.43 61.89 8.01 -173.34 -1073.00
205 349.48 6362.20 123.58 125.07 169.40 1017.64
206 -341.60 6429.86 250.70 365.82 -169.64 -1041.05
207 127.50 6568.32 511.08 859.35 57.45 355.13
208 -119.62 6223.74 -136.80 -368.46 -57.70 -378.54
209 -83.11 6558.49 492.58 824.23 -45.37 -272.06
210 90.99 6233.57 -118.29 -333.35 45.12 248.65
211 271.31 6445.98 281.08 423.52 129.79 784.26
212 -263.43 6346.08 93.20 67.37 -130.04 -807.67
213 263.10 6370.66 139.47 155.16 127.02 760.30
214 -255.22 6421.40 234.81 335.72 -127.26 -783.72
215 96.61 6525.25 430.10 705.87 43.06 263.42
216 -88.73 6266.81 -55.81 -214.99 -43.30 -286.83
217 -61.35 6517.88 416.22 679.53 -34.06 -206.97
218 69.23 6274.18 -41.93 -188.65 33.81 183.56
219 358.86 3904.21 237.54 384.70 173.14 1054.26
220 -354.13 3771.02 -12.96 -90.17 -173.29 -1068.31
221 347.91 3803.79 48.72 26.89 169.45 1022.32
222 -343.18 3871.45 175.85 267.64 -169.59 -1036.37
223 125.93 4009.91 436.23 761.17 57.50 359.81
224 -121.20 3665.33 -211.65 -466.64 -57.65 -373.86
225 -84.69 4000.08 417.72 726.05 -45.32 -267.38
226 89.41 3675.16 -193.15 -431.52 45.17 253.33
11 201 2.19 8335.68 -177.54 -229.42 -0.27 -6.93
SUPPORT REACTIONS -UNIT KG METE STRUCTURE TYPE = SPACE
-----------------
JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z
202 2.94 10672.75 -228.11 -294.77 -0.35 -9.28
203 376.78 8399.82 -42.46 17.74 164.63 1095.18
204 -372.41 8271.54 -312.63 -476.59 -165.18 -1109.05
205 359.97 8299.48 -246.10 -354.74 157.72 1046.15
206 -355.60 8371.88 -108.98 -104.10 -158.26 -1060.02
207 140.06 8507.10 171.85 409.67 59.69 398.06
208 -135.69 8164.26 -526.93 -868.51 -60.24 -411.93
209 -79.65 8498.72 151.89 373.11 -37.18 -248.50
210 84.03 8172.64 -506.97 -831.96 36.63 234.63
211 283.14 8383.78 -76.23 -44.05 123.41 819.65
212 -278.76 8287.57 -278.85 -414.80 -123.95 -833.52
213 270.53 8308.53 -228.96 -323.41 118.22 782.88
214 -266.15 8362.83 -126.12 -135.43 -118.76 -796.75
215 105.59 8464.24 84.50 249.89 44.70 296.81
216 -101.22 8207.11 -439.58 -708.74 -45.24 -310.68
217 -59.19 8457.96 69.53 222.48 -27.95 -188.11
218 63.57 8213.40 -424.61 -681.32 27.41 174.24
219 375.91 5065.54 28.56 109.51 164.74 1097.95
220 -373.29 4937.27 -241.61 -384.82 -165.07 -1106.28
221 359.10 4965.21 -175.08 -262.97 157.83 1048.93
222 -356.48 5037.61 -37.97 -12.33 -158.15 -1057.25
223 139.19 5172.83 242.86 501.44 59.80 400.83
224 -136.57 4829.99 -455.91 -776.74 -60.13 -409.16
225 -80.53 5164.45 222.90 464.88 -37.07 -245.73
226 83.15 4838.37 -435.95 -740.19 36.74 237.40
12 201 4.02 6531.24 187.83 247.19 -0.13 -11.84
202 5.27 8356.96 241.13 317.35 -0.16 -15.54
203 360.82 6605.00 333.06 522.52 178.21 1049.93
204 -352.78 6457.48 42.60 -28.14 -178.46 -1073.60
205 349.83 6503.46 131.65 140.86 174.20 1017.92
206 -341.79 6559.03 244.00 353.52 -174.45 -1041.59
207 127.73 6707.38 536.87 908.64 59.45 355.24
208 -119.69 6355.11 -161.21 -414.26 -59.70 -378.91
209 -83.06 6693.59 510.15 857.94 -46.35 -272.22
210 91.09 6368.90 -134.49 -363.56 46.10 248.55
211 271.62 6586.56 296.75 453.69 133.62 784.49
212 -263.58 6475.92 78.90 40.69 -133.88 -808.16
213 263.37 6510.41 145.70 167.44 130.62 760.48
214 -255.34 6552.08 229.96 326.94 -130.87 -784.15
215 96.80 6663.35 449.61 743.28 44.56 263.47
216 -88.76 6399.14 -73.95 -248.90 -44.81 -287.14
217 -61.29 6653.00 429.57 705.25 -34.79 -207.12
218 69.32 6409.49 -53.91 -210.87 34.54 183.45
219 359.21 3992.51 257.93 423.64 178.26 1054.66
220 -354.39 3844.99 -32.54 -127.01 -178.41 -1068.87
221 348.22 3890.96 56.52 41.98 174.25 1022.65
222 -343.40 3946.53 168.87 254.65 -174.40 -1036.86
223 126.12 4094.88 461.74 809.76 59.50 359.97
224 -121.30 3742.61 -236.34 -513.14 -59.65 -374.18
225 -84.66 4081.09 435.02 759.06 -46.30 -267.48
226 89.48 3756.40 -209.63 -462.44 46.15 253.28
13 201 2.18 6533.85 -189.01 -249.22 -0.26 -6.95
202 2.93 8360.34 -242.71 -320.06 -0.33 -9.31
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 36 ~
SUPPORT REACTIONS -UNIT KG METE STRUCTURE TYPE = SPACE
-----------------
JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z
203 372.40 6605.09 -43.78 26.11 176.34 1093.15
204 -368.04 6462.60 -334.25 -524.55 -176.85 -1107.05
205 355.77 6503.60 -245.20 -355.56 172.29 1044.48
206 -351.41 6564.10 -132.83 -142.88 -172.80 -1058.38
207 138.47 6709.16 160.05 412.24 58.86 396.89
208 -134.11 6358.54 -538.08 -910.69 -59.38 -410.79
209 -78.68 6696.86 133.33 361.55 -45.88 -248.56
210 83.04 6370.84 -511.36 -859.99 45.37 234.66
211 279.84 6587.28 -80.09 -42.72 132.19 818.12
212 -275.48 6480.41 -297.94 -455.72 -132.70 -832.02
213 267.37 6511.16 -231.15 -328.98 129.15 781.62
214 -263.01 6556.53 -146.88 -169.47 -129.67 -795.52
215 104.39 6665.33 72.78 246.88 44.08 295.93
216 -100.03 6402.37 -450.81 -745.32 -44.60 -309.83
217 -58.46 6656.10 52.74 208.85 -34.48 -188.16
218 62.82 6411.59 -430.77 -707.30 33.96 174.26
219 371.53 3991.56 31.83 125.80 176.44 1095.93
220 -368.91 3849.06 -258.65 -424.86 -176.75 -1104.27
221 354.90 3890.06 -169.59 -255.87 172.39 1047.26
222 -352.28 3950.56 -57.22 -43.19 -172.70 -1055.60
223 137.59 4095.62 235.65 511.93 58.96 399.67
224 -134.98 3745.00 -462.47 -811.00 -59.27 -408.01
225 -79.55 4083.32 208.94 461.23 -45.78 -245.78
226 82.16 3757.30 -435.75 -760.30 45.47 237.44
14 201 3.43 6531.25 189.97 251.26 -0.10 -10.86
202 4.52 8356.99 243.86 322.53 -0.12 -14.29
203 361.13 6613.38 358.96 571.64 175.35 1052.38
204 -354.27 6449.12 20.99 -69.13 -175.55 -1074.09
205 350.16 6503.12 139.74 156.23 171.38 1020.40
206 -343.30 6559.38 240.21 346.28 -171.57 -1042.11
207 127.37 6723.11 573.16 977.42 58.57 356.62
208 -120.51 6339.39 -193.21 -474.91 -58.76 -378.33
209 -83.96 6706.91 537.53 909.81 -45.51 -271.73
210 90.81 6355.59 -157.58 -407.30 45.31 250.02
211 271.70 6592.84 316.72 491.55 131.49 786.57
212 -264.84 6469.65 63.23 10.97 -131.68 -808.28
213 263.48 6510.15 152.30 179.99 128.51 762.59
214 -256.62 6552.34 227.65 322.53 -128.70 -784.30
215 96.39 6675.14 477.36 795.88 43.90 264.75
216 -89.53 6387.35 -97.41 -293.37 -44.10 -286.46
217 -62.11 6662.99 450.64 745.17 -34.15 -206.51
218 68.97 6399.50 -70.69 -242.66 33.96 184.80
219 359.76 4000.88 282.97 471.14 175.39 1056.72
220 -355.64 3836.62 -55.00 -169.63 -175.51 -1069.75
221 348.79 3890.62 63.75 55.73 171.41 1024.74
222 -344.67 3946.88 164.22 245.78 -171.53 -1037.77
223 126.00 4110.61 497.17 876.92 58.61 360.96
224 -121.89 3726.89 -269.20 -575.41 -58.72 -373.99
225 -85.33 4094.41 461.54 809.31 -45.47 -267.39
226 89.44 3743.09 -233.57 -507.80 45.35 254.36
15 201 2.58 6531.46 -186.70 -245.03 -0.23 -7.62
202 3.43 8357.26 -239.75 -314.73 -0.29 -10.15
203 371.70 6615.96 -17.71 75.35 173.17 1090.60
SUPPORT REACTIONS -UNIT KG METE STRUCTURE TYPE = SPACE
-----------------
JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z
204 -366.53 6446.97 -355.69 -565.42 -173.62 -1105.84
205 355.12 6505.58 -236.93 -340.06 168.91 1042.02
206 -349.96 6557.35 -136.47 -150.01 -169.36 -1057.26
207 138.45 6724.23 196.48 481.13 58.26 395.52
208 -133.29 6338.70 -569.88 -971.20 -58.71 -410.77
209 -78.05 6706.65 160.86 413.52 -44.50 -248.83
210 83.21 6356.28 -534.25 -903.59 44.05 233.59
211 279.42 6594.84 -59.95 -4.74 129.82 816.04
212 -274.25 6468.09 -313.44 -485.33 -130.28 -831.29
213 266.99 6512.05 -224.37 -316.30 126.62 779.61
214 -261.83 6550.88 -149.02 -173.77 -127.08 -794.85
215 104.48 6676.04 100.69 299.59 43.64 294.74
216 -99.32 6386.89 -474.08 -789.66 -44.09 -309.98
217 -57.89 6662.85 73.97 248.88 -33.43 -188.53
218 63.05 6400.08 -447.36 -738.95 32.98 173.29
219 370.66 4003.37 56.97 173.37 173.26 1093.65
220 -367.57 3834.38 -281.01 -467.41 -173.53 -1102.79
221 354.09 3892.99 -162.25 -242.05 169.00 1045.07
222 -350.99 3944.77 -61.79 -52.00 -169.27 -1054.21
223 137.42 4111.64 271.16 579.14 58.35 398.57
224 -134.32 3726.11 -495.20 -873.18 -58.62 -407.72
225 -79.08 4094.06 235.54 511.53 -44.41 -245.79
226 82.18 3743.70 -459.57 -805.57 44.14 236.64
16 201 7.87 6548.59 192.28 255.43 -0.15 -18.23
202 10.16 8379.02 246.81 327.84 -0.19 -23.64
203 358.09 6671.30 387.64 625.70 184.73 1032.66
204 -342.35 6425.88 -3.07 -114.85 -185.04 -1069.12
205 347.28 6548.75 146.51 168.77 180.55 1000.96
206 -331.54 6548.43 238.06 342.08 -180.86 -1037.41
207 129.33 6771.27 616.61 1059.52 61.65 345.12
208 -113.59 6325.91 -232.04 -548.67 -61.96 -381.58
209 -77.56 6734.41 571.73 974.44 -48.02 -275.90
210 93.30 6362.77 -187.17 -463.58 47.71 239.45
211 270.54 6640.62 338.80 533.14 138.51 769.94
212 -254.79 6456.56 45.77 -22.28 -138.82 -806.39
213 262.43 6548.71 157.95 190.44 135.37 746.16
214 -246.69 6548.47 226.62 320.42 -135.68 -782.62
215 98.97 6715.60 510.53 858.50 46.20 254.28
216 -83.22 6381.58 -125.96 -347.64 -46.51 -290.74
217 -56.20 6687.96 476.87 794.69 -36.05 -211.48
218 71.94 6409.23 -92.30 -283.83 35.74 175.03
219 354.94 4051.86 310.72 523.53 184.79 1039.95
220 -345.50 3806.45 -79.98 -217.02 -184.98 -1061.83
221 344.13 3929.31 69.59 66.60 180.61 1008.25
222 -334.69 3929.00 161.15 239.91 -180.79 -1030.12
223 126.18 4151.83 539.69 957.35 61.72 352.41
224 -116.74 3706.48 -308.95 -650.84 -61.90 -374.28
225 -80.71 4114.97 494.82 872.27 -47.96 -268.61
226 90.15 3743.34 -264.08 -565.75 47.77 246.74
17 201 1.99 6527.82 -184.64 -241.05 -0.44 -6.60
202 2.75 8352.86 -237.13 -309.65 -0.57 -8.97
203 373.94 6635.29 10.62 129.15 181.03 1096.49
204 -369.96 6420.35 -379.89 -611.25 -181.91 -1109.68
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 37 ~
SUPPORT REACTIONS -UNIT KG METE STRUCTURE TYPE = SPACE
-----------------
JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z
205 357.23 6513.43 -230.51 -327.77 177.01 1047.67
206 -353.25 6542.21 -138.77 -154.32 -177.89 -1060.87
207 138.92 6744.88 239.64 563.02 60.09 398.36
208 -134.94 6310.76 -608.92 -1045.11 -60.98 -411.56
209 -79.23 6716.96 194.82 477.97 -47.58 -248.85
210 83.22 6338.68 -564.10 -960.07 46.70 235.65
211 280.95 6608.43 -38.20 36.60 135.66 820.71
212 -276.97 6447.22 -331.08 -518.70 -136.54 -833.91
213 268.42 6517.03 -219.04 -306.09 132.65 784.10
214 -264.44 6538.61 -150.24 -176.00 -133.53 -797.30
215 104.69 6690.62 133.57 362.00 44.96 297.12
216 -100.70 6365.02 -502.85 -844.09 -45.84 -310.32
217 -58.93 6669.67 99.96 298.22 -35.80 -188.28
218 62.91 6385.97 -469.23 -780.31 34.91 175.09
219 373.14 4024.17 84.47 225.57 181.20 1099.12
220 -370.75 3809.22 -306.04 -514.83 -181.73 -1107.04
221 356.43 3902.31 -156.65 -231.35 177.18 1050.31
222 -354.04 3931.08 -64.92 -57.90 -177.71 -1058.23
223 138.12 4133.76 313.49 659.44 60.27 401.00
224 -135.73 3699.63 -535.06 -948.69 -60.80 -408.92
225 -80.03 4105.83 268.68 574.39 -47.41 -246.21
226 82.42 3727.55 -490.24 -863.65 46.88 238.29
18 201 -60.86 4752.40 153.32 199.04 4.25 90.64
202 -78.12 6054.96 196.59 255.13 5.48 116.07
203 511.54 4881.98 390.99 622.92 97.57 1474.96
204 -633.26 4622.82 -84.35 -224.85 -89.07 -1293.67
205 494.11 4707.63 120.40 114.59 94.05 1433.57
206 -615.82 4797.17 186.24 283.49 -85.55 -1252.28
207 137.30 5055.71 635.01 1097.18 37.57 568.72
208 -259.02 4449.10 -328.38 -699.11 -29.07 -387.43
209 -200.90 5030.27 573.59 995.35 -17.36 -249.45
210 79.19 4474.54 -266.95 -597.28 25.86 430.74
211 368.44 4849.59 331.57 516.95 74.24 1128.88
212 -490.16 4655.22 -24.93 -118.88 -65.74 -947.59
213 355.37 4718.83 128.63 135.70 71.60 1097.83
214 -477.08 4785.98 178.01 262.38 -63.10 -916.55
215 87.76 4979.88 514.59 872.65 29.24 449.20
216 -209.48 4524.93 -207.95 -474.57 -20.74 -267.91
217 -165.89 4960.80 468.52 796.27 -11.96 -164.43
218 44.18 4544.01 -161.88 -398.20 20.46 345.72
219 535.88 2981.02 329.66 543.31 95.87 1438.70
220 -608.91 2721.86 -145.68 -304.46 -90.77 -1329.93
221 518.45 2806.67 59.07 34.97 92.35 1397.31
222 -591.48 2896.21 124.91 203.87 -87.25 -1288.54
223 161.65 3154.75 573.69 1017.57 35.87 532.46
224 -234.68 2548.14 -389.70 -778.72 -30.77 -423.69
225 -176.56 3129.31 512.26 915.74 -19.06 -285.71
226 103.53 2573.58 -328.28 -676.89 24.16 394.48
19 201 4.84 5528.26 -144.78 -187.26 1.44 -11.77
202 5.81 7066.21 -185.88 -240.51 1.83 -14.60
203 355.75 5771.26 78.64 235.55 137.71 1054.67
204 -346.07 5285.26 -368.20 -610.07 -134.84 -1078.20
205 340.16 5634.61 -187.17 -268.25 130.41 1007.78
SUPPORT REACTIONS -UNIT KG METE STRUCTURE TYPE = SPACE
-----------------
JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z
206 -330.48 5421.91 -102.39 -106.27 -127.54 -1031.31
207 133.75 5808.42 325.39 703.68 53.39 379.28
208 -124.08 5248.10 -614.96 -1078.21 -50.52 -402.81
209 -72.11 5703.61 271.08 601.14 -26.18 -246.52
210 81.79 5352.91 -560.65 -975.66 29.06 222.99
211 268.02 5710.51 22.78 129.85 103.64 788.06
212 -258.34 5346.01 -312.35 -504.37 -100.77 -811.59
213 256.33 5608.02 -176.58 -248.01 98.17 752.89
214 -246.65 5448.50 -112.99 -126.52 -95.29 -776.43
215 101.53 5738.38 207.85 480.95 40.40 281.52
216 -91.85 5318.14 -497.41 -855.47 -37.53 -305.05
217 -52.88 5659.78 167.12 404.04 -19.28 -187.83
218 62.55 5396.75 -456.68 -778.56 22.15 164.30
219 353.81 3559.96 136.55 310.45 137.14 1059.38
220 -348.00 3073.95 -310.29 -535.17 -135.41 -1073.49
221 338.22 3423.31 -129.26 -193.35 129.84 1012.49
222 -332.42 3210.61 -44.48 -31.37 -128.11 -1026.61
223 131.82 3597.11 383.31 778.59 52.82 383.98
224 -126.01 3036.80 -557.04 -1003.30 -51.09 -398.10
225 -74.05 3492.31 329.00 676.04 -26.76 -241.81
226 79.86 3141.60 -502.74 -900.76 28.48 227.69
20 201 -20.77 2149.13 -40.83 -50.98 -1.36 24.65
202 -26.37 2729.77 -52.05 -65.04 -1.74 31.06
203 343.94 2428.14 267.11 404.24 2.98 1064.16
204 -385.48 1870.12 -348.78 -506.20 -5.71 -1014.87
205 282.97 2327.70 72.48 -21.43 0.15 1003.98
206 -324.52 1970.57 -154.15 -80.53 -2.87 -954.68
207 181.11 2385.18 346.74 731.19 4.24 427.78
208 -222.65 1913.09 -428.41 -833.15 -6.96 -378.49
209 -19.43 2247.90 220.36 585.76 2.48 -177.87
210 -22.12 2050.36 -302.03 -687.72 -5.20 227.16
211 252.76 2358.39 190.13 290.43 1.90 804.28
212 -294.31 1939.88 -271.79 -392.40 -4.62 -754.99
213 207.04 2283.05 44.15 -28.82 -0.23 759.14
214 -248.58 2015.21 -125.82 -73.14 -2.50 -709.85
215 130.64 2326.17 249.85 535.65 2.84 327.00
216 -172.18 1972.10 -331.52 -637.61 -5.56 -277.71
217 -19.76 2223.21 155.06 426.57 1.52 -127.24
218 -21.78 2075.05 -236.73 -528.54 -4.24 176.53
219 352.25 1568.49 283.45 424.63 3.53 1054.30
220 -377.18 1010.47 -332.45 -485.81 -5.16 -1024.73
221 291.28 1468.04 88.81 -1.04 0.70 994.12
222 -316.21 1110.92 -137.82 -60.14 -2.33 -964.54
223 189.42 1525.52 363.07 751.58 4.78 417.93
224 -214.35 1053.44 -412.08 -812.76 -6.41 -388.35
225 -11.12 1388.25 236.70 606.15 3.02 -187.73
226 -13.81 1190.71 -285.70 -667.33 -4.66 217.30
21 201 9.59 3345.30 25.52 36.62 2.53 -15.43
202 12.51 4252.47 32.90 47.12 3.24 -20.24
203 390.43 3518.14 333.13 500.65 25.79 1029.09
204 -371.25 3172.45 -282.08 -427.42 -20.74 -1059.94
205 324.87 3453.23 138.48 83.47 22.13 947.01
206 -305.68 3237.36 -87.44 -10.24 -17.08 -977.86
Ingeniería Gerencia y Construcción, C.A.
Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71
E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
~ Página 38 ~
SUPPORT REACTIONS -UNIT KG METE STRUCTURE TYPE = SPACE
-----------------
JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z
207 223.29 3495.59 413.02 808.55 15.06 422.41
208 -204.10 3195.00 -361.97 -735.31 -10.00 -453.26
209 14.45 3411.36 286.85 655.28 2.20 -179.67
210 4.73 3279.23 -235.80 -582.05 2.86 148.82
211 295.22 3474.93 256.23 384.64 19.98 767.96
212 -276.04 3215.66 -205.18 -311.41 -14.92 -798.81
213 246.05 3426.25 110.24 71.76 17.23 706.40
214 -226.86 3264.34 -59.20 1.48 -12.18 -737.25
215 169.86 3458.02 316.14 615.57 11.92 312.95
216 -150.68 3232.57 -265.10 -542.33 -6.87 -343.80
217 13.24 3394.84 221.52 500.62 2.28 -138.61
218 5.95 3295.75 -170.47 -427.38 2.77 107.76
219 386.60 2180.02 322.92 486.00 24.78 1035.26
220 -375.08 1834.33 -292.29 -442.06 -21.75 -1053.77
221 321.03 2115.11 128.27 68.83 21.12 953.18
222 -309.52 1899.24 -97.64 -24.88 -18.09 -971.69
223 219.45 2157.48 402.81 793.90 14.05 428.58
224 -207.94 1856.88 -372.18 -749.96 -11.01 -447.09
225 10.62 2073.24 276.64 640.64 1.19 -173.50
226 0.90 1941.11 -246.01 -596.69 1.85 154.99
513. ***CARGAS DE DISEÑO (ULTIMAS)***
514. LOAD LIST 101 TO 118
515. PRINT SUPPORT REACTION
SUPPORT REACTIONS -UNIT KG METE STRUCTURE TYPE = SPACE
-----------------
JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z
1 101 11.39 2099.55 18.12 14.81 -0.51 -26.24
102 11.95 2429.34 21.22 17.37 -0.56 -28.73
103 427.94 2093.88 225.47 410.31 3.38 1343.00
104 -408.41 1505.35 -194.41 -384.92 -4.25 -1387.99
105 414.44 1863.93 -67.78 -145.12 -1.22 1300.91
106 -394.91 1735.30 98.84 170.50 0.35 -1345.89
107 155.70 2236.65 523.27 974.37 7.69 451.00
108 -136.17 1362.58 -492.21 -948.98 -8.56 -495.99
109 -91.15 2129.08 485.28 902.43 6.78 -355.67
110 110.68 1470.15 -454.22 -877.04 -7.65 310.68
111 425.50 1643.97 221.59 407.13 3.49 1348.62
112 -410.85 1055.45 -198.29 -388.09 -4.14 -1382.36
113 412.00 1414.02 -71.66 -148.29 -1.11 1306.53
114 -397.35 1285.40 94.95 167.33 0.46 -1340.27
115 153.26 1786.75 519.38 971.19 7.80 456.62
116 -138.61 912.68 -496.09 -952.15 -8.45 -490.36
117 -93.59 1679.18 481.39 899.25 6.89 -350.05
118 108.24 1020.25 -458.10 -880.21 -7.54 316.31
2 101 10.17 3883.94 -28.60 -44.51 -0.19 -21.10
102 10.51 4533.98 -33.58 -52.23 -0.23 -22.79
103 447.12 3574.03 202.22 376.24 35.69 1402.14
104 -429.69 3084.15 -251.24 -452.54 -36.02 -1438.31
105 426.63 3333.10 -114.36 -202.37 30.41 1337.80
106 -409.19 3325.08 65.34 126.07 -30.74 -1373.96
107 171.33 3767.98 523.65 963.73 18.59 505.57
108 -153.89 2890.19 -572.67 -1040.03 -18.92 -541.74
109 -85.57 3693.30 482.58 888.68 -1.34 -327.26
110 103.00 2964.88 -531.61 -964.98 1.01 291.10
111 444.94 2741.76 208.34 385.78 35.73 1406.66
112 -431.87 2251.88 -245.11 -443.00 -35.98 -1433.78
113 424.45 2500.82 -108.23 -192.83 30.45 1342.32
114 -411.37 2492.81 71.46 135.61 -30.70 -1369.44
115 169.15 2935.71 529.78 973.26 18.63 510.09
116 -156.07 2057.92 -566.54 -1030.49 -18.88 -537.21
117 -87.75 2861.03 488.71 898.21 -1.30 -322.74
118 100.82 2132.60 -525.48 -955.44 1.05 295.62
3 101 4.40 5033.82 -14.78 -27.18 -0.40 -12.90
102 4.92 5893.53 -17.34 -31.87 -0.45 -15.02
103 314.58 4330.33 211.24 389.82 7.96 1138.28
104 -307.04 4299.08 -236.58 -436.42 -8.64 -1160.40
105 308.32 4322.51 -101.48 -187.16 1.22 1115.42
106 -300.77 4306.90 76.14 140.56 -1.90 -1137.54
107 106.52 4331.25 528.80 975.72 12.38 368.41
108 -98.97 4298.16 -554.14 -1022.32 -13.06 -390.53
109 -78.09 4324.22 488.26 900.94 9.43 -314.34
110 85.63 4305.19 -513.61 -947.54 -10.11 292.22
111 313.64 3251.65 214.41 395.65 8.05 1141.05
112 -307.98 3220.41 -233.42 -430.59 -8.56 -1157.63
113 307.37 3243.83 -98.31 -181.33 1.30 1118.19
Memoria ES - Deposito Farmacia 16-11-2022.pdf
Memoria ES - Deposito Farmacia 16-11-2022.pdf
Memoria ES - Deposito Farmacia 16-11-2022.pdf
Memoria ES - Deposito Farmacia 16-11-2022.pdf
Memoria ES - Deposito Farmacia 16-11-2022.pdf
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Memoria ES - Deposito Farmacia 16-11-2022.pdf
Memoria ES - Deposito Farmacia 16-11-2022.pdf
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Memoria ES - Deposito Farmacia 16-11-2022.pdf
Memoria ES - Deposito Farmacia 16-11-2022.pdf
Memoria ES - Deposito Farmacia 16-11-2022.pdf
Memoria ES - Deposito Farmacia 16-11-2022.pdf
Memoria ES - Deposito Farmacia 16-11-2022.pdf
Memoria ES - Deposito Farmacia 16-11-2022.pdf
Memoria ES - Deposito Farmacia 16-11-2022.pdf
Memoria ES - Deposito Farmacia 16-11-2022.pdf
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Memoria ES - Deposito Farmacia 16-11-2022.pdf
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Memoria ES - Deposito Farmacia 16-11-2022.pdf
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Memoria ES - Deposito Farmacia 16-11-2022.pdf
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Memoria ES - Deposito Farmacia 16-11-2022.pdf
Memoria ES - Deposito Farmacia 16-11-2022.pdf

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Memoria ES - Deposito Farmacia 16-11-2022.pdf

  • 1.
  • 2. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
  • 3. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela
  • 4. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 3 ~ - - - -
  • 5. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 4 ~ - - - - - -
  • 6. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 5 ~
  • 7. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 6 ~
  • 8. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 7 ~
  • 9. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 8 ~
  • 10. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 9 ~ T (seg) Ad DISEÑO Ad RESPUESTA 0.000 0.1400 0.1400 0.050 0.1265 0.1904 0.100 0.1143 0.2408 0.150 0.1056 0.2912 0.200 0.0992 0.3416 0.250 0.0942 0.3920 0.300 0.0903 0.3920 0.350 0.0871 0.3920 0.400 0.0871 0.3920 0.450 0.0871 0.3920 0.500 0.0871 0.3920 0.550 0.0871 0.3920 0.600 0.0871 0.3920 0.650 0.0871 0.3920 0.700 0.0871 0.3920 0.750 0.0871 0.3920 0.800 0.0871 0.3920 0.850 0.0871 0.3920 0.900 0.0871 0.3920 0.950 0.0871 0.3920 1.000 0.0871 0.3920 1.050 0.0830 0.3733 1.100 0.0792 0.3564 1.150 0.0757 0.3409 1.200 0.0726 0.3267 1.250 0.0697 0.3136 1.300 0.0670 0.3015 1.350 0.0645 0.2904 1.400 0.0622 0.2800 1.450 0.0601 0.2703 1.500 0.0581 0.2613 1.550 0.0562 0.2529 1.600 0.0544 0.2450 1.650 0.0528 0.2376 1.700 0.0512 0.2306 1.750 0.0498 0.2240 1.800 0.0484 0.2178 1.850 0.0471 0.2119 1.900 0.0458 0.2063 1.950 0.0447 0.2010 2.000 0.0436 0.1960 2.050 0.0425 0.1912 2.100 0.0415 0.1867 2.150 0.0405 0.1823 2.200 0.0396 0.1782 2.250 0.0387 0.1742 2.300 0.0379 0.1704 2.350 0.0371 0.1668 2.400 0.0363 0.1633 0.0000 0.1000 0.2000 0.3000 0.4000 0.5000 0.6000 0.000 0.500 1.000 1.500 2.000 2.500 Aceleracion Espectral Ad Periodo T (seg) ESPECTRO DE RESPUESTAY DISEÑO ESPECTRO DE DISEÑO ESPECTRO DE RESPUESTA
  • 11. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 10 ~
  • 12. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 11 ~
  • 13. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 12 ~
  • 14. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 13 ~ 1. STAAD SPACE INPUT FILE: Estructura - Deposito Farmacia - Modificado IGC 16-11-2022.STD 2. START JOB INFORMATION 3. ENGINEER DATE NOVIEMBRE-2022 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KG 7. JOINT COORDINATES 8. 1 0 0 0; 2 0 0 8.3; 3 0 0 4.15; 4 4.31 0 0; 5 4.31 0 8.3; 6 8.62 0 0 9. 7 8.62 0 8.3; 8 12.93 0 0; 9 12.93 0 8.3; 10 17.24 0 0; 11 17.24 0 8.3 10. 12 21.55 0 0; 13 21.55 0 8.3; 14 25.86 0 0; 15 25.86 0 8.3; 16 30.17 0 0 11. 17 30.17 0 8.3; 18 34.48 0 0; 19 34.48 0 8.3; 20 39.83 0 9.94 12. 21 37.2052 0 5.0632; 22 0 3.1 0; 23 0 3.1 8.3; 24 0 3.1 1.0375; 25 0 3.1 2.075 13. 26 0 3.1 3.1125; 27 0 3.1 4.15; 28 0 3.1 5.1875; 29 0 3.1 6.225 14. 30 0 3.1 7.2625; 31 4.31 3.1 0; 32 4.31 3.1 8.3; 33 4.31 3.1 1.0375 15. 34 4.31 3.1 2.075; 35 4.31 3.1 3.1125; 36 4.31 3.1 4.15; 37 4.31 3.1 5.1875 16. 38 4.31 3.1 6.225; 39 4.31 3.1 7.2625; 40 8.62 3.1 0; 41 8.62 3.1 8.3 17. 42 8.62 3.1 1.0375; 43 8.62 3.1 2.075; 44 8.62 3.1 3.1125; 45 8.62 3.1 4.15 18. 46 8.62 3.1 5.1875; 47 8.62 3.1 6.225; 48 8.62 3.1 7.2625; 49 12.93 3.1 0 19. 50 12.93 3.1 8.3; 51 12.93 3.1 1.0375; 52 12.93 3.1 2.075; 53 12.93 3.1 3.1125 20. 54 12.93 3.1 4.15; 55 12.93 3.1 5.1875; 56 12.93 3.1 6.225 21. 57 12.93 3.1 7.2625; 58 17.24 3.1 0; 59 17.24 3.1 8.3; 60 17.24 3.1 1.0375 22. 61 17.24 3.1 2.075; 62 17.24 3.1 3.1125; 63 17.24 3.1 4.15 23. 64 17.24 3.1 5.1875; 65 17.24 3.1 6.225; 66 17.24 3.1 7.2625; 67 21.55 3.1 0 24. 68 21.55 3.1 8.3; 69 21.55 3.1 1.0375; 70 21.55 3.1 2.075; 71 21.55 3.1 3.1125 25. 72 21.55 3.1 4.15; 73 21.55 3.1 5.1875; 74 21.55 3.1 6.225 26. 75 21.55 3.1 7.2625; 76 25.86 3.1 0; 77 25.86 3.1 8.3; 78 25.86 3.1 1.0375 27. 79 25.86 3.1 2.075; 80 25.86 3.1 3.1125; 81 25.86 3.1 4.15 28. 82 25.86 3.1 5.1875; 83 25.86 3.1 6.225; 84 25.86 3.1 7.2625; 85 30.17 3.1 0 29. 86 30.17 3.1 8.3; 87 30.17 3.1 1.0375; 88 30.17 3.1 2.075; 89 30.17 3.1 3.1125 30. 90 30.17 3.1 4.15; 91 30.17 3.1 5.1875; 92 30.17 3.1 6.225 31. 93 30.17 3.1 7.2625; 94 34.48 3.1 0; 95 34.48 3.1 8.3; 96 34.48 3.1 1.0375 32. 97 34.48 3.1 2.075; 98 34.48 3.1 3.1125; 99 34.48 3.1 4.15 33. 100 34.48 3.1 5.1875; 101 34.48 3.1 6.225; 102 34.48 3.1 7.2625 34. 103 34.48 3.3 0; 104 39.83 3.3 9.94; 105 37.2052 3.3 5.0632 35. 106 35.1613 3.3 1.2658; 107 35.8426 3.3 2.5316; 108 36.5239 3.3 3.7974 36. 109 37.8614 3.3 6.2824; 110 38.5176 3.3 7.5016; 111 39.1738 3.3 8.7208 37. 112 0 4 0; 113 0 4 8.3; 114 0 4 1.0375; 115 0 4 2.075; 116 0 4 3.1125 38. 117 0 4 4.15; 118 0 4 5.1875; 119 0 4 6.225; 120 0 4 7.2625; 121 0 4 9.69 39. 122 4.31 4 0; 123 4.31 4 1.0375; 124 4.31 4 8.3; 125 4.31 4 2.075 40. 126 4.31 4 3.1125; 127 4.31 4 4.15; 128 4.31 4 5.1875; 129 4.31 4 6.225 41. 130 4.31 4 7.2625; 131 4.31 4 9.69; 132 8.62 4 0; 133 8.62 4 1.0375 42. 134 8.62 4 8.3; 135 8.62 4 2.075; 136 8.62 4 3.1125; 137 8.62 4 4.15 43. 138 8.62 4 5.1875; 139 8.62 4 6.225; 140 8.62 4 7.2625; 141 8.62 4 9.49 44. 142 12.93 4 0; 143 12.93 4 1.0375; 144 12.93 4 8.3; 145 12.93 4 2.075 45. 146 12.93 4 3.1125; 147 12.93 4 4.15; 148 12.93 4 5.1875; 149 12.93 4 6.225 46. 150 12.93 4 7.2625; 151 12.93 4 9.49; 152 17.24 4 0; 153 17.24 4 1.0375 47. 154 17.24 4 8.3; 155 17.24 4 2.075; 156 17.24 4 3.1125; 157 17.24 4 4.15 48. 158 17.24 4 5.1875; 159 17.24 4 6.225; 160 17.24 4 7.2625; 161 17.24 4 9.69 49. 162 21.55 4 0; 163 21.55 4 1.0375; 164 21.55 4 8.3; 165 21.55 4 2.075 50. 166 21.55 4 3.1125; 167 21.55 4 4.15; 168 21.55 4 5.1875; 169 21.55 4 6.225 51. 170 21.55 4 7.2625; 171 25.86 4 0; 172 25.86 4 1.0375; 173 25.86 4 8.3 52. 174 25.86 4 2.075; 175 25.86 4 3.1125; 176 25.86 4 4.15; 177 25.86 4 5.1875 53. 178 25.86 4 6.225; 179 25.86 4 7.2625; 180 30.17 4 0; 181 30.17 4 1.0375 54. 182 30.17 4 8.3; 183 30.17 4 2.075; 184 30.17 4 3.1125; 185 30.17 4 4.15 55. 186 30.17 4 5.1875; 187 30.17 4 6.225; 188 30.17 4 7.2625; 189 34.48 4 0 56. 190 34.48 4 1.0375; 191 34.48 4 8.3; 192 34.48 4 2.075; 193 34.48 4 3.1125 57. 194 34.48 4 4.15; 195 34.48 4 5.1875; 196 34.48 4 6.225; 197 34.48 4 7.2625 58. 198 39.83 4 9.94; 199 37.2052 4 5.0632; 200 35.1613 4 1.2658 59. 201 35.8426 4 2.5316; 202 36.5239 4 3.7974; 203 37.8614 4 6.2824 60. 204 38.5176 4 7.5016; 205 39.1738 4 8.7208; 206 38.9473 4 8.3 61. MEMBER INCIDENCES 62. 1 1 22; 2 2 23; 3 3 27; 4 4 31; 5 5 32; 6 6 40; 7 7 41; 8 8 49; 9 9 50 63. 10 10 58; 11 11 59; 12 12 67; 13 13 68; 14 14 76; 15 15 77; 16 16 85; 17 17 86 64. 18 18 94; 19 19 95; 20 20 104; 21 21 105; 22 22 24; 23 24 25; 24 25 26 65. 25 26 27; 26 27 28; 27 28 29; 28 29 30; 29 30 23; 30 31 33; 31 33 34; 32 34 35 66. 33 35 36; 34 36 37; 35 37 38; 36 38 39; 37 39 32; 38 40 42; 39 42 43; 40 43 44 67. 41 44 45; 42 45 46; 43 46 47; 44 47 48; 45 48 41; 46 49 51; 47 51 52; 48 52 53 68. 49 53 54; 50 54 55; 51 55 56; 52 56 57; 53 57 50; 54 58 60; 55 60 61; 56 61 62 69. 57 62 63; 58 63 64; 59 64 65; 60 65 66; 61 66 59; 62 67 69; 63 69 70; 64 70 71
  • 15. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 14 ~ 70. 65 71 72; 66 72 73; 67 73 74; 68 74 75; 69 75 68; 70 76 78; 71 78 79; 72 79 80 71. 73 80 81; 74 81 82; 75 82 83; 76 83 84; 77 84 77; 78 85 87; 79 87 88; 80 88 89 72. 81 89 90; 82 90 91; 83 91 92; 84 92 93; 85 93 86; 86 94 96; 87 96 97; 88 97 98 73. 89 98 99; 90 99 100; 91 100 101; 92 101 102; 93 102 95; 94 94 103; 95 103 106 74. 96 105 109; 97 106 107; 98 107 108; 99 108 105; 100 109 110; 101 110 111 75. 102 111 104; 103 22 112; 104 23 113; 105 24 114; 106 25 115; 107 26 116 76. 108 27 117; 109 28 118; 110 29 119; 111 30 120; 112 112 24; 113 114 25 77. 114 115 26; 115 116 27; 116 27 118; 117 28 119; 118 29 120; 119 30 113 78. 120 23 121; 121 31 122; 122 32 124; 123 33 123; 124 34 125; 125 35 126 79. 126 36 127; 127 37 128; 128 38 129; 129 39 130; 130 122 33; 131 123 34 80. 132 125 35; 133 126 36; 134 36 128; 135 37 129; 136 38 130; 137 39 124 81. 138 32 131; 139 40 132; 140 41 134; 141 42 133; 142 43 135; 143 44 136 82. 144 45 137; 145 46 138; 146 47 139; 147 48 140; 148 132 42; 149 133 43 83. 150 135 44; 151 136 45; 152 45 138; 153 46 139; 154 47 140; 155 48 134 84. 156 41 141; 157 49 142; 158 50 144; 159 51 143; 160 52 145; 161 53 146 85. 162 54 147; 163 55 148; 164 56 149; 165 57 150; 166 142 51; 167 143 52 86. 168 145 53; 169 146 54; 170 54 148; 171 55 149; 172 56 150; 173 57 144 87. 174 50 151; 175 58 152; 176 59 154; 177 60 153; 178 61 155; 179 62 156 88. 180 63 157; 181 64 158; 182 65 159; 183 66 160; 184 152 60; 185 153 61 89. 186 155 62; 187 156 63; 188 63 158; 189 64 159; 190 65 160; 191 66 154 90. 192 59 161; 193 67 162; 194 68 164; 195 69 163; 196 70 165; 197 71 166 91. 198 72 167; 199 73 168; 200 74 169; 201 75 170; 202 162 69; 203 163 70 92. 204 165 71; 205 166 72; 206 72 168; 207 73 169; 208 74 170; 209 75 164 93. 210 76 171; 211 77 173; 212 78 172; 213 79 174; 214 80 175; 215 81 176 94. 216 82 177; 217 83 178; 218 84 179; 219 171 78; 220 172 79; 221 174 80 95. 222 175 81; 223 81 177; 224 82 178; 225 83 179; 226 84 173; 227 85 180 96. 228 86 182; 229 87 181; 230 88 183; 231 89 184; 232 90 185; 233 91 186 97. 234 92 187; 235 93 188; 236 180 87; 237 181 88; 238 183 89; 239 184 90 98. 240 90 186; 241 91 187; 242 92 188; 243 93 182; 244 95 191; 245 96 190 99. 246 97 192; 247 98 193; 248 99 194; 249 100 195; 250 101 196; 251 102 197 100. 252 189 96; 253 190 97; 254 192 98; 255 193 99; 256 99 195; 257 100 196 101. 258 101 197; 259 102 191; 260 103 189; 261 104 198; 262 105 199; 263 106 200 102. 264 107 201; 265 108 202; 266 109 203; 267 110 204; 268 111 205; 269 189 106 103. 270 200 107; 271 201 108; 272 202 105; 273 105 203; 274 109 204; 275 110 205 104. 276 111 198; 277 112 114; 278 114 115; 279 115 116; 280 116 117; 281 117 118 105. 282 118 119; 283 119 120; 284 120 113; 285 113 121; 286 122 123; 287 123 125 106. 288 125 126; 289 126 127; 290 127 128; 291 128 129; 292 129 130; 293 130 124 107. 294 124 131; 295 132 133; 296 133 135; 297 135 136; 298 136 137; 299 137 138 108. 300 138 139; 301 139 140; 302 140 134; 303 134 141; 304 142 143; 305 143 145 109. 306 145 146; 307 146 147; 308 147 148; 309 148 149; 310 149 150; 311 150 144 110. 312 144 151; 313 152 153; 314 153 155; 315 155 156; 316 156 157; 317 157 158 111. 318 158 159; 319 159 160; 320 160 154; 321 154 161; 322 162 163; 323 163 165 112. 324 165 166; 325 166 167; 326 167 168; 327 168 169; 328 169 170; 329 170 164 113. 330 171 172; 331 172 174; 332 174 175; 333 175 176; 334 176 177; 335 177 178 114. 336 178 179; 337 179 173; 338 180 181; 339 181 183; 340 183 184; 341 184 185 115. 342 185 186; 343 186 187; 344 187 188; 345 188 182; 346 189 190; 347 190 192 116. 348 192 193; 349 193 194; 350 194 195; 351 195 196; 352 196 197; 353 197 191 117. 354 112 122; 355 122 132; 356 132 142; 357 142 152; 358 152 162; 359 162 171 118. 360 171 180; 361 180 189; 362 113 124; 363 124 134; 364 134 144; 365 144 154 119. 366 154 164; 367 164 173; 368 173 182; 369 182 191; 370 189 200; 371 199 203 120. 372 200 201; 373 201 202; 374 202 199; 375 203 204; 376 204 206; 377 205 198 121. 378 191 206; 379 206 205 122. START USER TABLE 123. ******************************************************************** 124. *********TUBOS ESTRUCTURALES CONDUVEN-ECO SECCION CUADRADA********** 125. ******************************************************************** 126. TABLE 1 127. UNIT METER KG 128. TUBE 129. 60X60 130. 0.00051975 0.06 0.06 0.00225 2.89338E-007 2.89338E-007 4.3335E-007 - 131. 0.00027 0.00018
  • 16. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 15 ~ 132. 70X70 133. 0.00060975 0.07 0.07 0.00225 4.6698E-007 4.6698E-007 6.99698E-007 - 134. 0.000315 0.00021 135. 90X90 136. 0.000875 0.09 0.09 0.0025 1.11745E-006 1.11745E-006 1.6748E-006 0.00045 0.0003 137. 100X100 138. 0.001164 0.1 0.1 0.003 1.82709E-006 1.82709E-006 2.73802E-006 0.0006 0.0004 139. 110X110 140. 0.00144976 0.11 0.11 0.0034 2.74853E-006 2.74853E-006 4.11861E-006 - 141. 0.000748 0.000498667 142. 120X120 143. 0.001856 0.12 0.12 0.004 4.16734E-006 4.16734E-006 6.24358E-006 0.00096 0.00064 144. 135X135 145. 0.00224804 0.135 0.135 0.0043 6.40728E-006 6.40728E-006 9.60053E-006 - 146. 0.001161 0.000774 147. 155X155 148. 0.002709 0.155 0.155 0.0045 1.02357E-005 1.02357E-005 1.53399E-005 - 149. 0.001395 0.00093 150. 175X175 151. 0.003729 0.175 0.175 0.0055 1.78747E-005 1.78747E-005 2.67838E-005 - 152. 0.001925 0.00128333 153. 200X200 154. 0.004279 0.2 0.2 0.0055 2.70008E-005 2.70008E-005 4.04689E-005 0.0022 - 155. 0.00146667 156. 200X200X7 157. 0.005404 0.2 0.2 0.007 3.35931E-005 3.35931E-005 5.03234E-005 0.0028 0.00186667 158. 220X220X7 159. 0.005964 0.22 0.22 0.007 4.51455E-005 4.51455E-005 6.76452E-005 0.00308 - 160. 0.00205333 161. 220X220X9 162. 0.007596 0.22 0.22 0.009 5.64661E-005 5.64661E-005 8.45454E-005 0.00396 0.00264 163. 260X260X9 164. 0.009036 0.26 0.26 0.009 9.50015E-005 9.50015E-005 0.000142319 0.00468 0.00312 165. 260X260X11 166. 0.010956 0.26 0.26 0.011 0.000113435 0.000113435 0.000169821 0.00572 0.00381333 167. ******************************************************************** 168. ********TUBOS ESTRUCTURALES CONDUVEN-ECO SECCION RECTANGULAR******** 169. ******************************************************************** 170. TABLE 2 171. UNIT METER KG 172. TUBE 173. 80X40 174. 0.00051975 0.08 0.04 0.00225 4.33492E-007 1.45185E-007 3.35633E-007 - 175. 0.00036 0.00012 176. 100X40 177. 0.00060975 0.1 0.04 0.00225 7.56673E-007 1.77286E-007 4.5221E-007 - 178. 0.00045 0.00012 179. 120X60 180. 0.000875 0.12 0.06 0.0025 1.66932E-006 5.65573E-007 1.3042E-006 0.0006 0.0002 181. 140X60 182. 0.001164 0.14 0.06 0.003 2.89253E-006 7.61652E-007 1.88599E-006 0.00084 0.00024 183. 160X65 184. 0.00148376 0.16 0.065 0.0034 4.74781E-006 1.14488E-006 2.90001E-006 - 185. 0.001088 0.000294667 186. 180X65 187. 0.001896 0.18 0.065 0.004 7.41987E-006 1.46494E-006 3.89069E-006 0.00144 - 188. 0.000346667 189. 200X70 190. 0.00224804 0.2 0.07 0.0043 1.07899E-005 2.02463E-006 5.43883E-006 - 191. 0.00172 0.000401333 192. 220X90 193. 0.002709 0.22 0.09 0.0045 1.6451E-005 4.0205E-006 1.01509E-005 0.00198 0.00054 194. 260X90 195. 0.003729 0.26 0.09 0.0055 3.01849E-005 5.56444E-006 1.50066E-005 0.00286 - 196. 0.00066 197. 300X100X5.5 198. 0.004279 0.3 0.1 0.0055 4.59797E-005 8.022E-006 2.19017E-005 0.0033 0.000733333 199. 300X100X7 200. 0.005404 0.3 0.1 0.007 5.73455E-005 9.84067E-006 2.69303E-005 0.0042 - 201. 0.000933333 202. 320X120X7 203. 0.005964 0.32 0.12 0.007 7.45819E-005 1.57091E-005 4.11116E-005 0.00448 0.00112 204. 320X120X9 205. 0.007596 0.32 0.12 0.009 9.35593E-005 1.93729E-005 5.08308E-005 0.00576 0.00144 206. 350X170X9 207. 0.009036 0.35 0.17 0.009 0.000143867 4.61358E-005 0.000108076 0.0063 0.00204 208. 350X170X11 209. 0.010956 0.35 0.17 0.011 0.000172183 5.46869E-005 0.000128347 0.0077 0.00249333 210. END 211. DEFINE MATERIAL START 212. ISOTROPIC STEEL 213. E 2.09042E+010 214. POISSON 0.3 215. DENSITY 7833.41 216. ALPHA 1.2E-005 217. DAMP 0.03 218. END DEFINE MATERIAL 219. MEMBER PROPERTY AMERICAN 220. 105 TO 119 123 TO 137 141 TO 155 159 TO 173 177 TO 191 195 TO 209 212 TO 226 - 221. 229 TO 243 245 TO 259 262 TO 276 UPTABLE 1 60X60
  • 17. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 16 ~ 222. 22 TO 104 120 TO 122 138 TO 140 156 TO 158 174 TO 176 192 TO 194 210 211 227 - 223. 228 244 260 261 277 TO 353 370 TO 377 379 UPTABLE 1 100X100 224. 354 TO 369 378 UPTABLE 1 100X100 225. 1 TO 21 UPTABLE 1 155X155 226. CONSTANTS 227. BETA 28.3 MEMB 20 21 261 TO 268 228. MATERIAL STEEL ALL 229. SUPPORTS 230. 1 TO 21 FIXED 231. MEMBER RELEASE 232. 378 END MZ 233. SLAVE FX FZ MASTER 112 JOINT 112 113 117 122 124 132 134 142 144 152 154 162 - 234. 164 171 173 180 182 189 191 198 199 235. CUT OFF MODE SHAPE 10 236. LOAD 1 LOADTYPE DEAD TITLE CP 237. SELFWEIGHT Y -1 238. MEMBER LOAD 239. 277 TO 284 UNI GY -760 240. 286 TO 293 295 TO 302 304 TO 311 313 TO 320 322 TO 345 UNI GY -1520 241. 285 UNI GY -760 242. 294 303 UNI GY -1520 243. 312 UNI GY -1470 244. 321 UNI GY -1180 245. 346 TRAP GY -760 -859 246. 347 TRAP GY -859 -958 247. 348 TRAP GY -958 -1057 248. 349 TRAP GY -1057 -1155 249. 350 TRAP GY -1155 -1254 250. 351 TRAP GY -1254 -1353 251. 352 TRAP GY -1353 -1452 252. 353 TRAP GY -1452 -1550 253. 370 TRAP GY 0 -120 254. 372 TRAP GY -120 -240 255. 373 TRAP GY -240 -360 256. 374 TRAP GY -360 -480 257. 371 TRAP GY -480 -597 258. 375 TRAP GY -597 -713 259. 376 TRAP GY -713 -790 260. 379 TRAP GY -790 -828 261. 377 TRAP GY -828 -940 262. LOAD 2 LOADTYPE ROOF LIVE REDUCIBLE TITLE CVT 263. MEMBER LOAD 264. 277 TO 284 UNI GY -220 265. 286 TO 293 295 TO 302 304 TO 311 313 TO 320 322 TO 345 UNI GY -440 266. 285 UNI GY -220 267. 294 303 UNI GY -440 268. 312 UNI GY -430 269. 321 UNI GY -340 270. 346 TRAP GY -220 -249 271. 347 TRAP GY -249 -278 272. 348 TRAP GY -278 -307 273. 349 TRAP GY -307 -335 274. 350 TRAP GY -335 -364 275. 351 TRAP GY -364 -393 276. 352 TRAP GY -393 -422 277. 353 TRAP GY -422 -450 278. 370 TRAP GY 0 -35 279. 372 TRAP GY -35 -70 280. 373 TRAP GY -70 -105 281. 374 TRAP GY -105 -140 282. 371 TRAP GY -140 -174 283. 375 TRAP GY -174 -208 284. 376 TRAP GY -208 -230 285. 379 TRAP GY -230 -240 286. 377 TRAP GY -240 -270 287. LOAD 3 LOADTYPE SEISMIC TITLE SX 288. SPECTRUM CQC X 1 ACC SCALE 16.5072 DAMP 0.05 LIN 289. 0 0.14; 0.02 0.1355; 0.04 0.1294; 0.06 0.1237; 0.08 0.1187; 0.1 0.1143 290. 0.12 0.1105; 0.14 0.1071; 0.16 0.1042; 0.176 0.102; 0.18 0.1015; 0.2 0.0992 291. 0.218 0.0972; 0.22 0.097; 0.24 0.0951; 0.255 0.0938; 0.28 0.0918; 0.3 0.0903 292. 0.32 0.089; 0.34 0.0877; 0.342 0.0876; 0.36 0.0871; 0.38 0.0871; 0.4 0.0871 293. 0.42 0.0871; 0.44 0.0871; 0.46 0.0871; 0.48 0.0871; 0.5 0.0871; 0.52 0.0871 294. 0.544 0.0871; 0.56 0.0871; 0.58 0.0871; 0.6 0.0871; 0.62 0.0871; 0.64 0.0871 295. 0.66 0.0871; 0.68 0.0871; 0.7 0.0871; 0.72 0.0871; 0.74 0.0871; 0.76 0.0871 296. 0.78 0.0871; 0.8 0.0871; 0.82 0.0871; 0.84 0.0871; 0.86 0.0871; 0.88 0.0871 297. 0.9 0.0871; 0.92 0.0871; 0.94 0.0871; 0.96 0.0871; 0.98 0.0871; 1 0.0871 298. 1.013 0.086; 1.02 0.0854; 1.04 0.0838; 1.06 0.0822; 1.08 0.0807; 1.1 0.0792 299. 1.12 0.0778; 1.14 0.0764; 1.16 0.0751; 1.18 0.0738; 1.2 0.0726; 1.25 0.0697 300. 1.3 0.067; 1.35 0.0645; 1.4 0.0622; 1.472 0.0592; 1.5 0.0581; 1.55 0.0562 301. 1.6 0.0544; 1.65 0.0528; 1.7 0.0512; 1.75 0.0498; 1.808 0.0482; 1.85 0.0471 302. 1.872 0.0465; 1.95 0.0447; 2 0.0436; 2.05 0.0425; 2.07 0.0421; 2.15 0.0405 303. 2.2 0.0396; 2.32 0.0375 304. ******************************** 305. ***100% CARGA PERMANENTE EN X*** 306. ******************************** 307. SELFWEIGHT X 1 308. MEMBER LOAD 309. 277 TO 284 UNI GX 760 310. 286 TO 293 295 TO 302 304 TO 311 313 TO 320 322 TO 345 UNI GX 1520 311. 285 UNI GX 760 312. 294 303 UNI GX 1520 313. 312 UNI GX 1470 314. 321 UNI GX 1180 315. 346 TRAP GX 760 859 316. 347 TRAP GX 859 958 317. 348 TRAP GX 958 1057 318. 349 TRAP GX 1057 1155 319. 350 TRAP GX 1155 1254
  • 18. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 17 ~ 320. 351 TRAP GX 1254 1353 321. 352 TRAP GX 1353 1452 322. 353 TRAP GX 1452 1550 323. 370 TRAP GX 0 120 324. 372 TRAP GX 120 240 325. 373 TRAP GX 240 360 326. 374 TRAP GX 360 480 327. 371 TRAP GX 480 597 328. 375 TRAP GX 597 713 329. 376 TRAP GX 713 790 330. 379 TRAP GX 790 828 331. 377 TRAP GX 828 940 332. ******************************** 333. ***100% CARGA PERMANENTE EN Z*** 334. ******************************** 335. SELFWEIGHT Z 1 336. MEMBER LOAD 337. 277 TO 284 UNI GZ 760 338. 286 TO 293 295 TO 302 304 TO 311 313 TO 320 322 TO 345 UNI GZ 1520 339. 285 UNI GZ 760 340. 294 303 UNI GZ 1520 341. 312 UNI GZ 1470 342. 321 UNI GZ 1180 343. 346 TRAP GZ 760 859 344. 347 TRAP GZ 859 958 345. 348 TRAP GZ 958 1057 346. 349 TRAP GZ 1057 1155 347. 350 TRAP GZ 1155 1254 348. 351 TRAP GZ 1254 1353 349. 352 TRAP GZ 1353 1452 350. 353 TRAP GZ 1452 1550 351. 370 TRAP GZ 0 120 352. 372 TRAP GZ 120 240 353. 373 TRAP GZ 240 360 354. 374 TRAP GZ 360 480 355. 371 TRAP GZ 480 597 356. 375 TRAP GZ 597 713 357. 376 TRAP GZ 713 790 358. 379 TRAP GZ 790 828 359. 377 TRAP GZ 828 940 360. LOAD 4 LOADTYPE SEISMIC TITLE SZ 361. SPECTRUM CQC Z 1 ACC SCALE 9.8465 DAMP 0.05 LIN 362. 0 0.14; 0.02 0.1355; 0.04 0.1294; 0.06 0.1237; 0.08 0.1187; 0.1 0.1143 363. 0.12 0.1105; 0.14 0.1071; 0.16 0.1042; 0.176 0.102; 0.18 0.1015; 0.2 0.0992 364. 0.218 0.0972; 0.22 0.097; 0.24 0.0951; 0.255 0.0938; 0.28 0.0918; 0.3 0.0903 365. 0.32 0.089; 0.34 0.0877; 0.342 0.0876; 0.36 0.0871; 0.38 0.0871; 0.4 0.0871 366. 0.42 0.0871; 0.44 0.0871; 0.46 0.0871; 0.48 0.0871; 0.5 0.0871; 0.52 0.0871 367. 0.544 0.0871; 0.56 0.0871; 0.58 0.0871; 0.6 0.0871; 0.62 0.0871; 0.64 0.0871 368. 0.66 0.0871; 0.68 0.0871; 0.7 0.0871; 0.72 0.0871; 0.74 0.0871; 0.76 0.0871 369. 0.78 0.0871; 0.8 0.0871; 0.82 0.0871; 0.84 0.0871; 0.86 0.0871; 0.88 0.0871 370. 0.9 0.0871; 0.92 0.0871; 0.94 0.0871; 0.96 0.0871; 0.98 0.0871; 1 0.0871 371. 1.013 0.086; 1.02 0.0854; 1.04 0.0838; 1.06 0.0822; 1.08 0.0807; 1.1 0.0792 372. 1.12 0.0778; 1.14 0.0764; 1.16 0.0751; 1.18 0.0738; 1.2 0.0726; 1.25 0.0697 373. 1.3 0.067; 1.35 0.0645; 1.4 0.0622; 1.472 0.0592; 1.5 0.0581; 1.55 0.0562 374. 1.6 0.0544; 1.65 0.0528; 1.7 0.0512; 1.75 0.0498; 1.808 0.0482; 1.85 0.0471 375. 1.872 0.0465; 1.95 0.0447; 2 0.0436; 2.05 0.0425; 2.07 0.0421; 2.15 0.0405 376. 2.2 0.0396; 2.32 0.0375 377. ************************************************************** 378. **COMBINACIONES PARA ESTADO LIMITE DE AGOTAMIENTO RESISTENTE** 379. ************************************************************** 380. LOAD COMB 101 1.4CP 381. 1 1.4 382. ** 383. LOAD COMB 102 1.2CP+1.6CVT 384. 1 1.2 2 1.6 385. ** 386. LOAD COMB 103 1.2CP+SX+0.3SZ 387. 1 1.2 3 1.0 4 0.3 388. LOAD COMB 104 1.2CP-SX-0.3SZ 389. 1 1.2 3 -1.0 4 -0.3 390. LOAD COMB 105 1.2CP+SX-0.3SZ 391. 1 1.2 3 1.0 4 -0.3 392. LOAD COMB 106 1.2CP-SX+0.3SZ 393. 1 1.2 3 -1.0 4 0.3 394. * 395. LOAD COMB 107 1.2CP+SZ+0.3SX 396. 1 1.2 4 1.0 3 0.3 397. LOAD COMB 108 1.2CP-SZ-0.3SX 398. 1 1.2 4 -1.0 3 -0.3 399. LOAD COMB 109 1.2CP+SZ-0.3SX 400. 1 1.2 4 1.0 3 -0.3 401. LOAD COMB 110 1.2CP-SZ+0.3SX 402. 1 1.2 4 -1.0 3 0.3 403. ** 404. LOAD COMB 111 0.9CP+SX+0.3SZ 405. 1 0.9 3 1.0 4 0.3 406. LOAD COMB 112 0.9CP-SX-0.3SZ 407. 1 0.9 3 -1.0 4 -0.3 408. LOAD COMB 113 0.9CP+SX-0.3SZ 409. 1 0.9 3 1.0 4 -0.3 410. LOAD COMB 114 0.9CP-SX+0.3SZ 411. 1 0.9 3 -1.0 4 0.3 412. * 413. LOAD COMB 115 0.9CP+SZ+0.3SX 414. 1 0.9 4 1.0 3 0.3 415. LOAD COMB 116 0.9CP-SZ-0.3SX 416. 1 0.9 4 -1.0 3 -0.3 417. LOAD COMB 117 0.9CP+SZ-0.3SX 418. 1 0.9 4 1.0 3 -0.3
  • 19. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 18 ~ 419. LOAD COMB 118 0.9CP-SZ+0.3SX 420. 1 0.9 4 -1.0 3 0.3 421. ************************************************************** 422. *******************COMBINACIONES DE SERVICIO****************** 423. ************************************************************** 424. LOAD COMB 201 CP 425. 1 1.0 426. ** 427. LOAD COMB 202 CP+CVT 428. 1 1.0 2 1.0 429. ** 430. LOAD COMB 203 CP+0.7SX+0.21SZ 431. 1 1.0 3 0.7 4 0.21 432. LOAD COMB 204 CP-0.7SX-0.21SZ 433. 1 1.0 3 -0.7 4 -0.21 434. LOAD COMB 205 CP+0.7SX-0.21SZ 435. 1 1.0 3 0.7 4 -0.21 436. LOAD COMB 206 CP-0.7SX+0.21SZ 437. 1 1.0 3 -0.7 4 0.21 438. * 439. LOAD COMB 207 CP+0.7SZ+0.21SX 440. 1 1.0 4 0.7 3 0.21 441. LOAD COMB 208 CP-0.7SZ-0.21SX 442. 1 1.0 4 -0.7 3 -0.21 443. LOAD COMB 209 CP+0.7SZ-0.21SX 444. 1 1.0 4 0.7 3 -0.21 445. LOAD COMB 210 CP-0.7SZ+0.21SX 446. 1 1.0 4 -0.7 3 0.21 447. ** 448. LOAD COMB 211 CP+0.525SX+0.1575SZ 449. 1 1.0 3 0.525 4 0.1575 450. LOAD COMB 212 CP-0.525SX-0.1575SZ 451. 1 1.0 3 -0.525 4 -0.1575 452. LOAD COMB 213 CP+0.525SX-0.1575SZ 453. 1 1.0 3 0.525 4 -0.1575 454. LOAD COMB 214 CP-0.525SX+0.1575SZ 455. 1 1.0 3 -0.525 4 0.1575 456. * 457. LOAD COMB 215 CP+0.525SZ+0.1575SX 458. 1 1.0 4 0.525 3 0.1575 459. LOAD COMB 216 CP-0.525SZ-0.1575SX 460. 1 1.0 4 -0.525 3 -0.1575 461. LOAD COMB 217 CP+0.525SZ-0.1575SX 462. 1 1.0 4 0.525 3 -0.1575 463. LOAD COMB 218 CP-0.525SZ+0.1575SX 464. 1 1.0 4 -0.525 3 0.1575 465. ** 466. LOAD COMB 219 0.6CP+0.7SX+0.21SZ 467. 1 0.6 3 0.7 4 0.21 468. LOAD COMB 220 0.6CP-0.7SX-0.21SZ 469. 1 0.6 3 -0.7 4 -0.21 470. LOAD COMB 221 0.6CP+0.7SX-0.21SZ 471. 1 0.6 3 0.7 4 -0.21 472. LOAD COMB 222 0.6CP-0.7SX+0.21SZ 473. 1 0.6 3 -0.7 4 0.21 474. * 475. LOAD COMB 223 0.6CP+0.7SZ+0.21SX 476. 1 0.6 4 0.7 3 0.21 477. LOAD COMB 224 0.6CP-0.7SZ-0.21SX 478. 1 0.6 4 -0.7 3 -0.21 479. LOAD COMB 225 0.6CP+0.7SZ-0.21SX 480. 1 0.6 4 0.7 3 -0.21 481. LOAD COMB 226 0.6CP-0.7SZ+0.21SX 482. 1 0.6 4 -0.7 3 0.21 483. *********************************************** 484. ********PESO SISMICO W = 100%CP + 0%CVT******** 485. *********************************************** 486. LOAD COMB 400 PESO SISMICO 487. 1 1.0 488. *********************************************** 489. ***************CHEQUEO DERIVAS***************** 490. *********************************************** 491. LOAD COMB 501 +SX 492. 3 1.0 493. LOAD COMB 502 -SX 494. 3 -1.0 495. LOAD COMB 503 +SZ 496. 4 1.0 497. LOAD COMB 504 -SZ 498. 4 -1.0 499. PERFORM ANALYSIS P R O B L E M S T A T I S T I C S ----------------------------------- NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 206/ 379/ 21 SOLVER USED IS THE IN-CORE ADVANCED SOLVER TOTAL PRIMARY LOAD CASES = 4, TOTAL DEGREES OF FREEDOM = 1070 NUMBER OF MODES REQUESTED = 10 NUMBER OF EXISTING MASSES IN THE MODEL = 331 NUMBER OF MODES THAT WILL BE USED = 10 *** EIGENSOLUTION : ADVANCED METHOD *** CALCULATED FREQUENCIES FOR LOAD CASE 3 MODE FREQUENCY(CYCLES/SEC) PERIOD(SEC) 1 0.661 1.51275 2 0.817 1.22380 3 0.831 1.20355 4 0.849 1.17798 5 0.866 1.15410 6 0.883 1.13287 7 0.893 1.11967 8 0.983 1.01778 9 1.167 0.85669 10 1.498 0.66753
  • 20. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 19 ~ RESPONSE LOAD CASE 3 CQC MODAL COMBINATION METHOD USED. DYNAMIC WEIGHT X Y Z 1.218252E+05 0.000000E+00 1.218252E+05 KG MISSING WEIGHT X Y Z -1.191363E+04 0.000000E+00 -6.874918E+02 KG MODAL WEIGHT X Y Z 1.099116E+05 0.000000E+00 1.211377E+05 KG MODE ACCELERATION-G DAMPING ---- -------------- ------- 1 0.09698 0.05000 2 0.11988 0.05000 3 0.12186 0.05000 4 0.12445 0.05000 5 0.12706 0.05000 6 0.12944 0.05000 7 0.13100 0.05000 8 0.14407 0.05000 9 0.14661 0.05000 10 0.14661 0.05000 MODAL BASE ACTIONS MODAL BASE ACTIONS FORCES IN KG LENGTH IN METE ----------------------------------------------------------- MOMENTS ARE ABOUT THE ORIGIN MODE PERIOD FX FY FZ MX MY MZ 1 1.513 10581.07 0.00 -143.59 -572.26 46610.35 -42228.06 2 1.224 1.86 0.00 -0.07 -0.26 8.00 -7.41 3 1.204 0.10 0.00 0.01 0.04 0.76 -0.40 4 1.178 6.58 0.00 -0.12 -0.46 45.74 -26.25 5 1.154 0.04 0.00 0.01 0.03 0.11 -0.16 6 1.133 3.20 0.00 -0.12 -0.48 17.68 -12.76 7 1.120 0.05 0.00 0.02 0.08 1.59 -0.18 8 1.018 88.58 0.00 -1.38 -5.38 717.01 -352.64 9 0.857 14.53 0.00 -191.76 -765.74 - 1791.41 -58.13 10 0.668 0.00 0.00 0.62 2.48 - 12.09 0.00 PARTICIPATION FACTORS MASS PARTICIPATION FACTORS IN PERCENT BASE SHEAR IN KG -------------------------------------- ------------------ MODE X Y Z SUMM-X SUMM-Y SUMM-Z X Y Z 1 89.56 0.00 0.02 89.557 0.000 0.016 10581.07 0.00 0.00 2 0.01 0.00 0.00 89.570 0.000 0.017 1.86 0.00 0.00 3 0.00 0.00 0.00 89.570 0.000 0.017 0.10 0.00 0.00 4 0.04 0.00 0.00 89.614 0.000 0.017 6.58 0.00 0.00 5 0.00 0.00 0.00 89.614 0.000 0.017 0.04 0.00 0.00 6 0.02 0.00 0.00 89.634 0.000 0.017 3.20 0.00 0.00 7 0.00 0.00 0.00 89.635 0.000 0.017 0.05 0.00 0.00 8 0.50 0.00 0.00 90.139 0.000 0.017 88.58 0.00 0.00 9 0.08 0.00 14.17 90.221 0.000 14.183 14.53 0.00 0.00 10 0.00 0.00 85.25 90.221 0.000 99.436 0.00 0.00 0.00 ------------------------ --- TOTAL SRSS SHEAR 10581.45 0.00 0.00 TOTAL 10PCT SHEAR 10581.46 0.00 0.00 TOTAL ABS SHEAR 10696.02 0.00 0.00 TOTAL CQC SHEAR 10588.66 0.00 0.00 RESPONSE LOAD CASE 4 CQC MODAL COMBINATION METHOD USED. DYNAMIC WEIGHT X Y Z 1.218252E+05 0.000000E+00 1.218252E+05 KG MISSING WEIGHT X Y Z -1.191363E+04 0.000000E+00 -6.874918E+02 KG MODAL WEIGHT X Y Z 1.099116E+05 0.000000E+00 1.211377E+05 KG MODE ACCELERATION-G DAMPING ---- -------------- ------- 1 0.05785 0.05000 2 0.07151 0.05000 3 0.07269 0.05000 4 0.07423 0.05000 5 0.07579 0.05000 6 0.07721 0.05000 7 0.07814 0.05000 8 0.08594 0.05000
  • 21. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 20 ~ 9 0.08745 0.05000 10 0.08745 0.05000 MODAL BASE ACTIONS MODAL BASE ACTIONS FORCES IN KG LENGTH IN METE ----------------------------------------------------------- MOMENTS ARE ABOUT THE ORIGIN MODE PERIOD FX FY FZ MX MY MZ 1 1.513 -85.65 0.00 1.16 4.63 - 377.31 341.83 2 1.224 -0.04 0.00 0.00 0.01 - 0.17 0.16 3 1.204 0.01 0.00 0.00 0.00 0.05 -0.03 4 1.178 -0.07 0.00 0.00 0.00 - 0.49 0.28 5 1.154 0.00 0.00 0.00 0.00 0.01 -0.02 6 1.133 -0.07 0.00 0.00 0.01 - 0.40 0.29 7 1.120 0.01 0.00 0.01 0.02 0.44 -0.05 8 1.018 -0.82 0.00 0.01 0.05 - 6.65 3.27 9 0.857 -114.39 0.00 1509.25 6026.68 14099.17 457.53 10 0.668 0.37 0.00 9082.93 36195.93 - 176530.25 -4.71 PARTICIPATION FACTORS MASS PARTICIPATION FACTORS IN PERCENT BASE SHEAR IN KG -------------------------------------- ------------------ MODE X Y Z SUMM-X SUMM-Y SUMM-Z X Y Z 1 89.56 0.00 0.02 89.557 0.000 0.016 0.00 0.00 1.16 2 0.01 0.00 0.00 89.570 0.000 0.017 0.00 0.00 0.00 3 0.00 0.00 0.00 89.570 0.000 0.017 0.00 0.00 0.00 4 0.04 0.00 0.00 89.614 0.000 0.017 0.00 0.00 0.00 5 0.00 0.00 0.00 89.614 0.000 0.017 0.00 0.00 0.00 6 0.02 0.00 0.00 89.634 0.000 0.017 0.00 0.00 0.00 7 0.00 0.00 0.00 89.635 0.000 0.017 0.00 0.00 0.01 8 0.50 0.00 0.00 90.139 0.000 0.017 0.00 0.00 0.01 9 0.08 0.00 14.17 90.221 0.000 14.183 0.00 0.00 1509.25 10 0.00 0.00 85.25 90.221 0.000 99.436 0.00 0.00 9082.93 ------------------------ --- TOTAL SRSS SHEAR 0.00 0.00 9207.47 TOTAL 10PCT SHEAR 0.00 0.00 9207.47 TOTAL ABS SHEAR 0.00 0.00 10593.37 TOTAL CQC SHEAR 0.00 0.00 9408.88 500. LOAD LIST 101 TO 118 501. PARAMETER 1 502. CODE LRFD 503. FYLD 3.515E+007 ALL 504. KY 1.2 MEMB 1 TO 21 505. KZ 1.2 MEMB 1 TO 21 506. MAIN 200 MEMB 1 TO 21 507. MAIN 1 MEMB 22 TO 93 95 TO 102 277 TO 379 508. CHECK CODE ALL
  • 22. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 21 ~ STAAD.Pro CODE CHECKING - (LRFD) *********************** ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 1 ST 155X155 (UPT) PASS LRFD-H1-1B-C 0.417 104 1505.35 C -410.31 -1387.99 0.00 2 ST 155X155 (UPT) PASS LRFD-H1-1B-C 0.447 103 3574.03 C 452.54 1402.14 0.00 3 ST 155X155 (UPT) PASS LRFD-H1-1B-C 0.389 103 4330.33 C 436.42 1138.28 0.00 4 ST 155X155 (UPT) PASS LRFD-H1-1B-C 0.550 104 7521.83 C -622.30 -1550.06 0.00 5 ST 155X155 (UPT) PASS LRFD-H1-1B-C 0.585 103 10737.18 C 631.48 1582.50 0.00 6 ST 155X155 (UPT) PASS LRFD-H1-1B-C 0.538 104 7594.28 C -589.18 -1527.38 0.00 7 ST 155X155 (UPT) PASS LRFD-H1-1B-C 0.572 103 10284.13 C 607.06 1565.09 0.00 8 ST 155X155 (UPT) PASS LRFD-H1-1B-C 0.540 104 7600.20 C -593.34 -1531.02 0.00 9 ST 155X155 (UPT) PASS LRFD-H1-1B-C 0.571 103 10204.64 C 602.92 1567.54 0.00 10 ST 155X155 (UPT) PASS LRFD-H1-1B-C 0.548 104 7580.10 C -633.72 -1530.18 0.00 11 ST 155X155 (UPT) PASS LRFD-H1-1B-C 0.575 103 10094.44 C 628.40 1566.13 0.00 12 ST 155X155 (UPT) PASS LRFD-H1-1B-C 0.562 104 7732.12 C -689.95 -1531.01 0.00 13 ST 155X155 (UPT) PASS LRFD-H1-1B-C 0.572 103 7942.40 C 692.40 1563.23 0.00 14 ST 155X155 (UPT) PASS LRFD-H1-1B-C 0.578 104 7720.17 C -759.20 -1531.94 0.00 15 ST 155X155 (UPT) PASS LRFD-H1-1B-C 0.585 103 7958.47 C 751.74 1559.74 0.00 16 ST 155X155 (UPT) PASS LRFD-H1-1B-C 0.593 104 7683.01 C -835.48 -1523.14 0.00 STAAD.Pro CODE CHECKING - (LRFD) *********************** ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 17 ST 155X155 (UPT) PASS LRFD-H1-1B-C 0.602 103 7986.92 C 818.11 1567.92 0.00 18 ST 155X155 (UPT) PASS LRFD-H1-1B-C 0.656 104 5517.77 C -844.40 -1868.82 0.00 19 ST 155X155 (UPT) PASS LRFD-H1-1B-C 0.583 103 6981.06 C 828.73 1509.36 0.00 20 ST 155X155 (UPT) PASS LRFD-H1-1B-C 0.600 103 2977.54 C 1340.41 1214.73 0.00 21 ST 155X155 (UPT) PASS LRFD-H1-1B-C 0.597 104 3767.43 C -1336.50 -1176.34 0.00 22 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.301 107 826.74 C 2.34 360.58 0.00 23 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.086 108 2137.31 T -7.97 -63.42 0.00 24 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.077 107 1901.47 T -0.35 -63.88 1.04 25 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.310 108 442.19 T 24.28 358.41 1.04 26 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.298 107 295.06 T 25.70 344.32 0.00 27 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.073 108 1512.64 T -2.34 -63.99 0.00 28 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.065 107 1482.23 T -3.71 -52.85 1.04 29 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.292 108 1870.23 C 4.67 327.22 1.04 30 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.610 103 345.84 C 285.62 475.93 0.00 31 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.329 102 9643.90 T -0.17 -94.49 1.04 32 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.565 103 12475.02 T -241.91 -79.05 1.04
  • 23. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 22 ~ STAAD.Pro CODE CHECKING - (LRFD) *********************** ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 33 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.676 103 15391.32 T -317.95 -47.27 1.04 34 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.667 104 14956.98 T -317.91 -51.26 0.00 35 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.540 104 11569.02 T -239.72 -80.56 0.00 36 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.275 102 7596.39 T -0.07 -96.69 0.00 37 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.610 104 2129.98 C 285.92 440.89 1.04 38 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.585 107 827.55 C 87.47 633.06 0.00 39 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.332 102 9746.01 T -0.14 -94.82 1.04 40 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.554 103 12586.47 T -221.06 -79.55 1.04 41 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.663 103 15574.14 T -292.53 -47.42 1.04 42 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.656 104 15258.69 T -292.46 -50.44 0.00 43 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.534 104 11918.10 T -218.00 -80.60 0.00 44 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.291 102 8207.39 T 0.00 -96.85 0.00 45 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.579 104 1637.72 C 266.24 431.40 1.04 46 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.590 103 304.19 C 267.61 469.73 0.00 47 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.332 102 9747.73 T -0.14 -94.77 1.04 48 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.558 103 12595.08 T -226.34 -79.62 1.04 STAAD.Pro CODE CHECKING - (LRFD) *********************** ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 49 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.668 103 15589.96 T -298.66 -47.45 1.04 50 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.661 104 15288.54 T -298.50 -50.36 0.00 51 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.539 104 11954.67 T -223.20 -80.60 0.00 52 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.293 102 8265.39 T -0.01 -96.94 0.00 53 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.581 104 1590.52 C 270.92 430.31 1.04 54 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.598 103 344.17 C 264.59 481.65 0.00 55 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.331 102 9723.11 T -0.14 -94.58 1.04 56 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.556 103 12585.07 T -223.70 -79.63 1.04 57 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.664 103 15556.60 T -295.50 -47.49 1.04 58 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.658 104 15230.49 T -295.47 -50.60 0.00 59 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.536 104 11894.86 T -220.60 -80.67 0.00 60 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.290 102 8141.47 T 0.00 -97.01 0.00 61 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.590 104 1728.31 C 269.88 439.93 1.04 62 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.620 103 389.88 C 271.35 501.91 0.00 63 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.339 102 9982.69 T -0.14 -96.04 1.04 64 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.572 103 13003.61 T -228.85 -81.61 1.04
  • 24. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 23 ~ STAAD.Pro CODE CHECKING - (LRFD) *********************** ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 65 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.686 103 16147.82 T -302.90 -48.37 1.04 66 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.686 104 16145.38 T -302.58 -48.40 0.00 67 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.571 104 12998.38 T -227.06 -81.62 0.00 68 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.339 102 9969.28 T 0.00 -96.05 0.00 69 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.619 104 398.18 C 269.62 501.94 1.04 70 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.644 107 1023.62 C 90.74 699.83 0.00 71 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.339 102 9977.67 T -0.13 -95.96 1.04 72 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.572 103 13041.74 T -226.28 -81.88 1.04 73 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.685 103 16169.30 T -299.97 -48.54 1.04 74 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.685 104 16171.48 T -299.91 -48.52 0.00 75 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.571 104 13046.14 T -224.94 -81.85 0.00 76 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.339 102 9987.04 T 0.00 -96.10 0.00 77 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.639 108 1016.34 C 87.64 697.57 1.04 78 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.675 107 1144.27 C 93.18 734.47 0.00 79 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.338 102 9959.22 T -0.25 -95.90 1.04 80 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.578 103 13078.35 T -233.51 -82.15 1.04 STAAD.Pro CODE CHECKING - (LRFD) *********************** ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 81 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.691 103 16185.94 T -308.18 -48.73 1.04 82 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.691 104 16187.36 T -307.72 -48.67 0.00 83 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.576 104 13086.25 T -231.21 -82.09 0.00 84 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.339 102 9987.45 T -0.06 -96.20 0.00 85 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.668 108 1122.63 C 89.93 729.72 1.04 86 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.578 107 2695.70 C 72.07 604.28 0.00 87 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.292 104 7385.18 T -88.64 -41.60 0.00 88 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.449 103 11090.36 T -148.39 -61.14 1.04 89 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.541 103 13359.27 T -207.33 -45.39 1.04 90 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.537 104 13378.55 T -211.16 -35.39 0.00 91 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.461 104 10887.55 T -167.14 -67.69 0.00 92 ST 100X100 (UPT) PASS LRFD-H1-1A-T 0.280 102 8229.06 T 0.25 -80.13 0.00 93 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.630 108 1211.57 C 70.50 698.81 1.04 94 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.989 103 5095.06 C -380.09 -771.90 0.20 95 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.336 103 2705.52 C 87.80 281.30 0.00 96 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.425 103 1340.48 T 63.08 448.72 0.00
  • 25. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 24 ~ STAAD.Pro CODE CHECKING - (LRFD) *********************** ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 97 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.134 104 3936.89 T -66.58 -35.36 0.00 98 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.093 104 3016.28 T -44.98 -19.96 0.00 99 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.389 104 271.29 C 89.97 393.59 1.44 100 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.122 108 4302.20 T -11.52 -68.27 0.00 101 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.145 103 4330.93 T -17.04 -91.85 1.38 102 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.378 104 1242.37 C 4.17 447.27 1.38 103 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.357 104 1767.28 C 110.68 305.86 0.90 104 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.320 104 2745.86 C 46.82 304.21 0.90 105 ST 60X60 (UPT) PASS LRFD-H1-1B-C 0.116 108 1690.71 C 16.36 3.46 0.90 106 ST 60X60 (UPT) PASS LRFD-H1-1B-C 0.038 108 528.56 C -6.30 -0.61 0.83 107 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.152 103 608.89 T 23.78 23.77 0.00 108 ST 60X60 (UPT) PASS LRFD-H1-1B-C 0.317 104 1105.38 C -22.79 -76.11 0.00 109 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.138 104 472.12 T -20.34 -23.76 0.00 110 ST 60X60 (UPT) PASS LRFD-H1-1B-C 0.048 108 859.97 C 4.54 1.75 0.90 111 ST 60X60 (UPT) PASS LRFD-H1-1B-C 0.157 107 1783.67 C 30.73 2.43 0.00 112 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.151 104 1754.64 T -21.83 -13.05 0.00 STAAD.Pro CODE CHECKING - (LRFD) *********************** ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 113 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.062 104 589.40 T -12.20 -3.51 0.00 114 ST 60X60 (UPT) PASS LRFD-H1-1B-C 0.116 108 1717.47 C -2.86 -13.31 1.26 115 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.341 108 2465.73 C 12.44 43.39 1.37 116 ST 60X60 (UPT) PASS LRFD-H1-1B-C 0.245 107 2168.71 C 13.32 42.37 0.00 117 ST 60X60 (UPT) PASS LRFD-H1-1B-C 0.091 108 1517.39 C 3.40 6.74 1.37 118 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.072 103 973.47 T -9.43 -5.72 1.37 119 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.111 103 1930.12 T 11.45 7.07 1.26 120 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.190 107 1004.38 C 13.57 204.84 0.00 121 ST 100X100 (UPT) PASS LRFD-H1-1A-C 0.671 104 7105.29 C 232.62 417.96 0.90 122 ST 100X100 (UPT) PASS LRFD-H1-1A-C 0.591 103 8935.70 C -48.80 -411.67 0.90 123 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.871 102 8730.85 C -98.78 0.30 0.00 124 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.566 102 6133.29 C -51.26 0.19 0.00 125 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.310 102 3627.70 C -20.20 0.09 0.00 126 ST 60X60 (UPT) PASS LRFD-H1-1B-C 0.169 103 1916.51 C 3.45 32.22 0.00 127 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.367 102 4175.74 C 27.46 0.06 0.00 128 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.626 102 6749.71 C 57.54 0.13 0.00
  • 26. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 25 ~ STAAD.Pro CODE CHECKING - (LRFD) *********************** ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 129 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.916 102 8988.38 C 109.74 0.22 0.00 130 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.864 102 12461.38 T 0.19 42.37 1.37 131 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.653 102 9476.36 T -0.14 -30.55 0.00 132 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.395 104 4088.20 T -41.02 -17.89 0.00 133 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.195 104 1325.61 T -43.37 -11.84 0.00 134 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.217 103 1953.90 T -42.97 -13.19 1.37 135 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.444 102 6285.26 T -0.07 -24.74 1.37 136 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.730 102 10418.96 T -0.15 -38.59 1.37 137 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.855 102 12912.60 T 0.12 27.80 0.00 138 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.197 107 1896.91 C 21.34 188.04 0.00 139 ST 100X100 (UPT) PASS LRFD-H1-1A-C 0.664 104 7123.11 C 237.59 402.56 0.90 140 ST 100X100 (UPT) PASS LRFD-H1-1A-C 0.599 103 8726.53 C -85.25 -394.58 0.90 141 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.878 102 8811.19 C -99.37 0.17 0.00 142 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.573 102 6202.26 C -51.91 0.12 0.00 143 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.316 102 3699.09 C -20.75 0.06 0.00 144 ST 60X60 (UPT) PASS LRFD-H1-1B-C 0.162 103 1917.84 C 2.75 30.72 0.00 STAAD.Pro CODE CHECKING - (LRFD) *********************** ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 145 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.359 102 4109.01 C 26.20 0.02 0.00 146 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.618 102 6669.44 C 56.56 0.04 0.00 147 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.910 102 8976.94 C 107.72 0.05 0.00 148 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.873 102 12577.33 T 0.14 43.30 1.37 149 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.659 102 9583.11 T -0.08 -30.62 0.00 150 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.399 102 5554.17 T -0.02 -24.40 0.00 151 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.190 104 1391.73 T -40.71 -12.06 0.00 152 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.206 103 1862.81 T -40.17 -13.08 1.37 153 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.438 102 6181.85 T -0.03 -24.82 1.37 154 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.719 102 10295.44 T -0.07 -37.24 1.37 155 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.861 102 12891.50 T 0.08 30.71 0.00 156 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.159 107 1444.75 C 11.50 160.04 0.00 157 ST 100X100 (UPT) PASS LRFD-H1-1A-C 0.665 104 7124.93 C 237.44 403.54 0.90 158 ST 100X100 (UPT) PASS LRFD-H1-1A-C 0.602 103 8685.08 C -89.34 -396.23 0.90 159 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.879 102 8820.02 C -99.51 0.19 0.00 160 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.573 102 6209.78 C -51.97 0.13 0.00
  • 27. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 26 ~ STAAD.Pro CODE CHECKING - (LRFD) *********************** ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 161 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.317 102 3706.92 C -20.82 0.06 0.00 162 ST 60X60 (UPT) PASS LRFD-H1-1B-C 0.162 103 1917.96 C 2.67 30.77 0.00 163 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.358 102 4101.57 C 26.07 0.03 0.00 164 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.617 102 6660.98 C 56.47 0.06 0.00 165 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.909 102 8973.85 C 107.46 0.09 0.00 166 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.874 102 12586.69 T 0.15 43.43 1.37 167 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.660 102 9595.35 T -0.09 -30.62 0.00 168 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.399 102 5565.94 T -0.02 -24.44 0.00 169 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.192 104 1400.93 T -41.19 -12.08 0.00 170 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.207 103 1853.55 T -40.56 -13.06 1.37 171 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.437 102 6170.46 T -0.04 -24.82 1.37 172 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.718 102 10281.78 T -0.08 -37.13 1.37 173 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.861 102 12889.70 T 0.08 30.90 0.00 174 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.157 107 1394.48 C 12.52 157.63 0.00 175 ST 100X100 (UPT) PASS LRFD-H1-1A-C 0.666 104 7116.57 C 239.51 403.98 0.90 176 ST 100X100 (UPT) PASS LRFD-H1-1A-C 0.598 103 8618.08 C -86.70 -396.23 0.90 STAAD.Pro CODE CHECKING - (LRFD) *********************** ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 177 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.878 102 8807.24 C -99.45 0.19 0.00 178 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.572 102 6195.55 C -51.84 0.12 0.00 179 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.316 102 3692.95 C -20.71 0.06 0.00 180 ST 60X60 (UPT) PASS LRFD-H1-1B-C 0.163 103 1917.63 C 2.91 30.65 0.00 181 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.360 102 4114.77 C 26.32 0.02 0.00 182 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.618 102 6676.35 C 56.69 0.03 0.00 183 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.910 102 8979.01 C 107.71 0.02 0.00 184 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.873 102 12563.45 T 0.14 43.46 1.37 185 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.659 102 9574.22 T -0.09 -30.54 0.00 186 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.398 102 5544.72 T -0.03 -24.38 0.00 187 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.191 104 1398.05 T -40.87 -12.05 0.00 188 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.207 103 1883.70 T -40.32 -13.10 1.37 189 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.438 102 6191.16 T -0.02 -24.81 1.37 190 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.720 102 10304.39 T -0.05 -37.33 1.37 191 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.861 102 12901.33 T 0.07 30.46 0.00 192 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.164 107 1463.69 C 12.21 163.80 0.00
  • 28. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 27 ~ STAAD.Pro CODE CHECKING - (LRFD) *********************** ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 193 ST 100X100 (UPT) PASS LRFD-H1-1A-C 0.676 104 7284.34 C 247.76 402.71 0.90 194 ST 100X100 (UPT) PASS LRFD-H1-1A-C 0.680 103 7204.69 C -244.02 -414.59 0.90 195 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.898 102 9020.24 C -101.42 0.20 0.00 196 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.593 102 6412.37 C -53.80 0.13 0.00 197 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.335 102 3909.92 C -22.45 0.06 0.00 198 ST 60X60 (UPT) PASS LRFD-H1-1B-C 0.160 103 1921.24 C 1.20 31.27 0.00 199 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.336 102 3913.24 C 22.50 0.02 0.00 200 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.593 102 6416.75 C 53.83 0.03 0.00 201 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.897 102 9018.69 C 101.55 0.03 0.00 202 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.895 102 12886.74 T 0.14 44.33 1.37 203 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.681 102 9906.84 T -0.10 -31.44 0.00 204 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.420 102 5873.06 T -0.03 -25.34 0.00 205 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.203 104 1659.95 T -41.64 -12.78 0.00 206 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.203 103 1663.84 T -41.43 -12.78 1.37 207 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.421 102 5878.08 T -0.02 -25.34 1.37 208 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.682 102 9913.76 T -0.06 -31.56 1.37 STAAD.Pro CODE CHECKING - (LRFD) *********************** ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 209 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.894 102 12883.76 T 0.08 44.07 0.00 210 ST 100X100 (UPT) PASS LRFD-H1-1A-C 0.681 104 7294.25 C 252.29 405.10 0.90 211 ST 100X100 (UPT) PASS LRFD-H1-1A-C 0.684 103 7197.90 C -252.80 -411.89 0.90 212 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.898 102 9024.13 C -101.52 0.09 0.00 213 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.593 102 6415.18 C -53.83 0.08 0.00 214 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.336 102 3912.99 C -22.49 0.05 0.00 215 ST 60X60 (UPT) PASS LRFD-H1-1B-C 0.160 103 1921.25 C 1.37 31.06 0.00 216 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.335 102 3910.38 C 22.45 0.03 0.00 217 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.592 102 6413.01 C 53.81 0.07 0.00 218 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.897 102 9020.02 C 101.39 0.11 0.00 219 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.895 102 12888.57 T 0.14 44.43 1.37 220 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.681 102 9911.88 T -0.03 -31.43 0.00 221 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.421 102 5877.63 T 0.01 -25.36 0.00 222 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.203 104 1688.79 T -41.21 -12.82 0.00 223 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.203 103 1685.85 T -41.21 -12.81 1.37 224 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.421 102 5873.81 T -0.05 -25.34 1.37
  • 29. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 28 ~ STAAD.Pro CODE CHECKING - (LRFD) *********************** ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 225 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.681 102 9907.44 T -0.11 -31.46 1.37 226 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.894 102 12888.54 T 0.08 44.28 0.00 227 ST 100X100 (UPT) PASS LRFD-H1-1A-C 0.674 104 7310.76 C 255.95 390.03 0.90 228 ST 100X100 (UPT) PASS LRFD-H1-1A-C 0.692 103 7201.90 C -257.40 -419.06 0.90 229 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.900 102 9022.33 C -101.69 0.93 0.00 230 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.594 102 6418.39 C -53.84 0.46 0.00 231 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.336 102 3915.34 C -22.53 0.18 0.00 232 ST 60X60 (UPT) PASS LRFD-H1-1B-C 0.162 103 1921.24 C 1.57 31.64 0.00 233 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.336 103 2968.77 C 18.13 31.40 0.00 234 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.592 102 6411.09 C 53.79 0.04 0.00 235 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.897 102 9014.52 C 101.32 -0.04 0.00 236 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.894 102 12882.79 T 0.25 44.22 1.37 237 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.683 102 9917.49 T -0.52 -31.53 0.00 238 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.421 102 5881.10 T -0.24 -25.35 0.00 239 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.206 104 1720.72 T -41.99 -12.87 0.00 240 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.206 103 1712.16 T -42.10 -12.85 1.37 STAAD.Pro CODE CHECKING - (LRFD) *********************** ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 241 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.420 102 5869.92 T 0.07 -25.32 1.37 242 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.681 102 9903.69 T 0.03 -31.52 1.37 243 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.894 102 12884.85 T 0.16 44.06 0.00 244 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.571 103 5933.94 C -247.49 -360.06 0.90 245 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.656 102 6305.39 C -73.29 -9.24 0.00 246 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.465 102 4907.58 C -43.44 -2.29 0.00 247 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.294 102 3301.73 C -22.77 -0.57 0.00 248 ST 60X60 (UPT) PASS LRFD-H1-1B-C 0.138 104 1455.26 C -9.51 -21.09 0.00 249 ST 60X60 (UPT) PASS LRFD-H1-1B-C 0.182 103 2364.94 C 13.26 21.53 0.00 250 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.448 102 4897.05 C 39.31 0.08 0.00 251 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.734 102 7393.27 C 81.90 0.79 0.00 252 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.633 102 9101.70 T 4.56 27.19 1.37 253 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.531 102 7579.22 T 3.67 -24.63 0.00 254 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.366 104 4265.80 T -27.64 -15.19 0.00 255 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.186 104 2345.02 T -29.38 -11.33 0.00 256 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.146 103 1279.73 T -28.36 -9.87 1.37
  • 30. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 29 ~ STAAD.Pro CODE CHECKING - (LRFD) *********************** ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 257 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.324 103 3547.01 T -28.06 -15.35 1.37 258 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.524 102 7567.24 T -1.09 -24.59 1.37 259 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.733 102 10549.50 T -0.77 36.06 0.00 260 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.779 104 5057.69 C -186.12 -701.25 0.00 261 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.609 103 2442.32 C 524.83 195.85 0.00 262 ST 60X60 (UPT) PASS LRFD-H1-1B-C 0.560 104 1000.72 C -105.73 -81.39 0.00 263 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.148 104 265.14 T -33.89 -15.91 0.00 264 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.066 103 524.44 T -14.75 -3.17 0.70 265 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.223 103 78.12 T 57.34 21.20 0.00 266 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.286 104 871.48 T -72.72 -19.65 0.00 267 ST 60X60 (UPT) PASS LRFD-H1-1B-C 0.090 104 626.91 C 19.91 4.49 0.70 268 ST 60X60 (UPT) PASS LRFD-H1-1B-C 0.255 103 2166.50 C 53.69 10.75 0.00 269 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.153 104 1415.80 T -22.27 -16.91 0.00 270 ST 60X60 (UPT) PASS LRFD-H1-1B-C 0.120 103 1094.89 C 20.65 4.74 0.00 271 ST 60X60 (UPT) PASS LRFD-H1-1B-C 0.150 103 2200.73 C 14.29 3.99 0.00 272 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.451 104 2746.32 C 22.37 60.21 1.60 STAAD.Pro CODE CHECKING - (LRFD) *********************** ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 273 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.573 103 3970.74 C 24.49 65.76 0.00 274 ST 60X60 (UPT) PASS LRFD-H1-1A-C 0.278 103 2934.40 C 3.11 5.09 0.00 275 ST 60X60 (UPT) PASS LRFD-H1-1B-T 0.077 107 1391.17 T -4.26 -8.13 1.55 276 ST 60X60 (UPT) PASS LRFD-H1-1A-T 0.306 102 4642.20 T 0.06 -9.23 1.55 277 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.136 107 1266.81 C 15.30 131.17 0.00 278 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.099 102 1318.56 C 0.21 99.31 0.00 279 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.087 102 113.63 C 0.06 106.83 1.04 280 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.182 102 2376.84 T -0.88 187.15 1.04 281 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.174 102 1844.84 T -0.91 186.13 0.00 282 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.086 102 305.88 C 0.02 101.92 0.00 283 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.091 102 1157.42 C 0.09 92.33 0.00 284 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.207 104 537.63 C 78.69 171.60 1.04 285 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.219 102 1032.57 T 1.15 256.68 0.00 286 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.718 103 5201.17 T 548.03 266.58 0.00 287 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.259 103 67.57 C 142.05 182.68 0.00 288 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.388 104 3073.02 C 338.86 91.45 1.04
  • 31. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 30 ~ STAAD.Pro CODE CHECKING - (LRFD) *********************** ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 289 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.452 104 3962.82 C 371.91 122.11 1.04 290 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.451 103 3957.59 C 371.89 119.94 0.00 291 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.375 103 2580.11 C 335.83 86.68 0.00 292 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.251 104 894.91 T 145.31 155.68 1.04 293 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.882 104 6706.21 T 551.96 443.87 1.04 294 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.478 102 2052.01 T 0.38 565.83 0.00 295 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.713 103 5421.07 T 544.68 259.64 0.00 296 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.262 103 79.51 T 145.59 183.27 0.00 297 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.367 104 2997.74 C 313.85 90.57 1.04 298 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.430 104 3961.98 C 344.34 121.96 1.04 299 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.429 103 3958.01 C 344.34 120.34 0.00 300 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.354 103 2628.08 C 309.16 86.88 0.00 301 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.257 104 800.32 T 150.17 159.59 1.04 302 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.845 104 6552.85 T 545.88 405.53 1.04 303 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.387 102 1489.12 T 0.14 460.94 0.00 304 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.713 103 5445.49 T 544.47 259.34 0.00 STAAD.Pro CODE CHECKING - (LRFD) *********************** ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 305 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.262 103 95.82 T 145.09 183.43 0.00 306 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.371 104 2989.21 C 320.18 90.49 1.04 307 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.435 104 3962.26 C 349.95 121.94 1.04 308 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.433 103 3958.44 C 349.97 120.39 0.00 309 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.359 103 2634.03 C 314.51 86.90 0.00 310 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.256 104 788.29 T 148.76 159.96 1.04 311 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.843 104 6533.04 T 547.00 402.13 1.04 312 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.379 102 1441.25 T 0.19 452.46 0.00 313 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.712 103 5382.39 T 543.00 260.96 0.00 314 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.262 103 55.46 T 144.70 184.35 0.00 315 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.369 104 3008.95 C 316.47 90.72 1.04 316 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.432 104 3963.23 C 346.95 122.01 1.04 317 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.431 103 3959.13 C 346.94 120.34 0.00 318 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.357 103 2627.88 C 311.88 86.91 0.00 319 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.256 104 798.89 T 148.99 160.16 1.04 320 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.848 104 6547.50 T 546.04 409.68 1.04
  • 32. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 31 ~ STAAD.Pro CODE CHECKING - (LRFD) *********************** ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 321 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.402 102 1574.16 T 0.10 478.95 0.00 322 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.733 103 5925.99 T 552.84 268.67 0.00 323 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.271 103 422.29 T 147.33 186.98 0.00 324 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.370 104 2819.68 C 323.56 88.02 1.04 325 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.439 104 3962.11 C 355.34 121.72 1.04 326 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.439 103 3962.10 C 355.41 121.71 0.00 327 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.367 103 2816.62 C 320.08 87.97 0.00 328 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.271 104 428.10 T 147.60 186.44 1.04 329 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.731 104 5935.83 T 547.25 271.60 1.04 330 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.736 103 5888.80 T 552.79 272.44 0.00 331 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.272 103 400.31 T 146.79 188.71 0.00 332 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.366 104 2829.97 C 319.16 88.06 1.04 333 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.437 104 3964.35 C 352.35 121.80 1.04 334 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.437 103 3964.37 C 352.34 121.81 0.00 335 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.366 103 2832.28 C 318.49 88.06 0.00 336 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.274 104 395.80 T 149.09 188.52 1.04 STAAD.Pro CODE CHECKING - (LRFD) *********************** ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 337 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.731 104 5881.66 T 546.81 272.96 1.04 338 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.738 103 5842.61 T 551.46 277.75 0.00 339 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.271 103 372.33 T 144.35 189.74 0.00 340 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.374 104 2843.42 C 328.36 88.12 1.04 341 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.443 104 3967.18 C 360.76 121.90 1.04 342 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.444 103 3967.17 C 360.97 121.93 0.00 343 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.372 103 2850.25 C 325.78 88.16 0.00 344 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.274 104 359.04 T 148.43 189.95 1.04 345 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.736 104 5821.80 T 548.56 278.64 1.04 346 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.551 103 3990.78 T 361.90 263.47 0.00 347 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.185 106 1780.08 T -94.16 108.60 0.00 348 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.246 104 2129.69 C 212.43 56.43 1.04 349 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.315 104 3041.43 C 245.50 93.15 1.04 350 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.315 103 3030.86 C 243.53 95.59 0.00 351 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.296 103 2999.88 C 231.68 84.05 0.00 352 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.229 104 1193.32 C 89.85 176.26 1.04
  • 33. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 32 ~ STAAD.Pro CODE CHECKING - (LRFD) *********************** ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 353 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.549 105 4984.32 T -365.88 240.11 1.04 354 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.436 104 0.00 C 240.68 308.47 4.31 355 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.475 103 0.00 C 332.06 265.49 0.00 356 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.448 104 0.00 C 289.85 273.75 4.31 357 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.454 103 0.00 C 293.66 277.69 0.00 358 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.453 103 0.00 C 292.21 278.14 0.00 359 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.456 103 0.00 C 296.90 277.38 0.00 360 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.478 104 0.00 C 311.20 290.96 4.31 361 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.426 103 0.00 C 277.00 259.01 0.00 362 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.430 104 0.00 C 212.28 328.41 4.31 363 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.483 103 0.00 C 321.00 286.85 0.00 364 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.457 104 0.00 C 277.98 297.18 4.31 365 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.462 103 0.00 C 281.20 299.65 0.00 366 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.460 104 0.00 C 291.63 286.95 4.31 367 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.462 103 0.00 C 296.21 284.95 0.00 368 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.464 104 0.00 C 306.28 277.44 4.31 STAAD.Pro CODE CHECKING - (LRFD) *********************** ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 369 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.460 104 0.00 C 256.79 322.18 4.31 370 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.135 104 2381.28 C 81.28 41.48 1.44 371 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.275 102 4691.93 T 2.15 263.54 0.00 372 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.114 103 1360.08 C 59.16 57.66 0.00 373 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.077 103 779.85 C 32.69 48.55 0.00 374 ST 100X100 (UPT) PASS LRFD-H1-1B-T 0.237 102 2574.29 T 2.78 250.95 1.44 375 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.117 107 535.73 C 22.12 114.37 0.00 376 ST 100X100 (UPT) PASS LRFD-H1-1B-C 0.161 102 2720.86 C -0.91 150.01 0.00 509. STEEL TAKE OFF LIST 1 TO 379 STEEL TAKE-OFF -------------- PROFILE LENGTH(METE) WEIGHT(KG ) ST 155X155 65.50 1389.956 ST 100X100 276.81 2523.940 ST 60X60 173.09 704.725 ---------------- TOTAL = 4618.621
  • 34. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 33 ~ 510. ***CARGA PARA FUNDACIONES (SERVICIO)*** 511. LOAD LIST 201 TO 226 512. PRINT SUPPORT REACTION SUPPORT REACTIONS -UNIT KG METE STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 1 201 8.14 1499.68 12.94 10.58 -0.37 -18.75 202 9.50 1893.26 16.50 13.50 -0.44 -22.64 203 300.86 1705.66 159.90 288.91 2.31 937.10 204 -284.59 1293.70 -134.02 -267.75 -3.04 -974.59 205 291.41 1544.70 -45.37 -99.89 -0.91 907.63 206 -275.13 1454.66 71.26 121.04 0.18 -945.12 207 110.29 1805.60 368.36 683.75 5.32 312.70 208 -94.02 1193.75 -342.47 -662.59 -6.05 -350.19 209 -62.51 1730.30 341.76 633.39 4.69 -251.97 210 78.78 1269.05 -315.88 -612.23 -5.42 214.48 211 227.68 1654.17 123.16 219.32 1.64 698.14 212 -211.41 1345.19 -97.28 -198.17 -2.37 -735.63 213 220.59 1533.44 -30.79 -72.27 -0.78 676.04 214 -204.32 1465.92 56.68 93.43 0.05 -713.53 215 84.75 1729.12 279.50 515.46 3.90 229.84 216 -68.48 1270.24 -253.62 -494.30 -4.63 -267.33 217 -44.84 1672.65 259.56 477.69 3.42 -193.66 218 61.12 1326.71 -233.68 -456.53 -4.15 156.17 219 297.61 1105.79 154.72 284.68 2.45 944.60 220 -287.84 693.82 -139.19 -271.98 -2.89 -967.09 221 288.15 944.83 -50.55 -104.12 -0.77 915.13 222 -278.39 854.79 66.08 116.81 0.33 -937.63 223 107.04 1205.73 363.18 679.52 5.47 320.20 224 -97.27 593.88 -347.65 -666.82 -5.91 -342.69 225 -65.76 1130.43 336.59 629.16 4.83 -244.47 226 75.53 669.18 -321.06 -616.47 -5.27 221.98 2 201 7.27 2774.24 -20.43 -31.79 -0.14 -15.07 202 8.38 3527.30 -26.10 -40.59 -0.18 -18.01 203 314.15 2945.70 138.28 258.28 24.96 979.09 204 -299.62 2602.78 -179.14 -321.86 -25.23 -1009.22 205 299.80 2777.05 -83.32 -146.75 21.27 934.05 206 -285.27 2771.43 42.47 83.16 -21.54 -964.19 207 121.09 3081.47 363.29 669.52 12.99 351.49 208 -106.56 2467.01 -404.14 -733.10 -13.27 -381.63 209 -58.73 3029.19 334.54 616.99 -0.96 -231.49 210 73.27 2519.29 -375.39 -680.57 0.68 201.36 211 237.43 2902.83 98.61 185.76 18.69 730.55 212 -222.90 2645.65 -139.46 -249.34 -18.96 -760.69 213 226.67 2776.34 -67.60 -118.01 15.92 696.77 214 -212.14 2772.14 26.74 54.43 -16.19 -726.91 215 92.64 3004.66 267.36 494.19 9.71 259.85 216 -78.10 2543.82 -308.21 -557.78 -9.98 -289.99 217 -42.23 2965.45 245.80 454.79 -0.75 -177.39 218 56.77 2583.03 -286.65 -518.37 0.48 147.25 219 311.24 1836.00 146.45 271.00 25.01 985.11 220 -302.52 1493.09 -170.97 -309.15 -25.18 -1003.20 221 296.90 1667.35 -75.15 -134.03 21.32 940.08 222 -288.18 1661.74 50.64 95.88 -21.49 -958.16 223 118.19 1971.77 371.46 682.24 13.05 357.52 SUPPORT REACTIONS -UNIT KG METE STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 224 -109.47 1357.32 -395.97 -720.39 -13.21 -375.60 225 -61.64 1919.49 342.71 629.70 -0.90 -225.47 226 70.36 1409.60 -367.22 -667.85 0.74 207.38 3 201 3.14 3595.59 -10.56 -19.42 -0.28 -9.22 202 3.86 4582.35 -13.47 -24.77 -0.35 -11.69 203 220.71 3606.52 146.18 269.77 5.53 795.32 204 -214.42 3584.65 -167.30 -308.60 -6.10 -813.75 205 216.33 3601.05 -72.73 -134.11 0.81 779.32 206 -210.04 3590.12 51.61 95.28 -1.37 -797.75 207 75.06 3607.17 368.47 679.90 8.62 256.41 208 -68.78 3584.01 -389.59 -718.73 -9.19 -274.84 209 -54.16 3602.25 340.10 627.55 6.55 -221.51 210 60.45 3588.93 -361.21 -666.38 -7.12 203.08 211 166.32 3603.79 106.99 197.47 4.08 594.19 212 -160.03 3587.39 -128.11 -236.30 -4.64 -612.62 213 163.03 3599.69 -57.18 -105.44 0.53 582.19 214 -156.74 3591.49 36.06 66.61 -1.10 -600.62 215 57.08 3604.27 273.71 505.07 6.40 190.00 216 -50.80 3586.90 -294.83 -543.90 -6.96 -208.44 217 -39.83 3600.58 252.43 465.81 4.84 -168.44 218 46.12 3590.59 -273.55 -504.64 -5.41 150.01 219 219.45 2168.29 150.40 277.54 5.64 799.01 220 -215.68 2146.42 -163.07 -300.83 -5.98 -810.07 221 215.07 2162.82 -68.50 -126.35 0.92 783.01 222 -211.30 2151.89 55.83 103.05 -1.26 -794.07 223 73.81 2168.93 372.69 687.66 8.74 260.10 224 -70.03 2145.77 -385.36 -710.96 -9.08 -271.16 225 -55.42 2164.01 344.32 635.32 6.67 -217.83 226 59.19 2150.69 -356.99 -658.62 -7.01 206.77 4 201 4.47 6355.55 181.48 234.18 -0.08 -12.57 202 5.99 8130.61 233.07 300.82 -0.09 -16.72 203 368.83 6428.94 307.48 473.08 196.67 1061.91 204 -359.89 6282.17 55.48 -4.71 -196.83 -1087.05 205 357.64 6326.66 116.50 111.04 193.05 1029.60 206 -348.71 6384.45 246.46 357.33 -193.20 -1054.74 207 130.74 6532.69 508.94 854.94 64.44 358.79 208 -121.81 6178.42 -145.97 -386.58 -64.60 -383.93 209 -84.52 6519.34 490.63 820.22 -52.52 -276.20 210 93.45 6191.77 -127.66 -351.85 52.36 251.06 211 277.74 6410.59 275.98 413.36 147.48 793.29 212 -268.80 6300.52 86.98 55.01 -147.64 -818.43 213 269.35 6333.88 132.75 141.83 144.77 769.05 214 -260.42 6377.22 230.22 326.54 -144.92 -794.20 215 99.17 6488.40 427.07 699.75 48.31 265.95 216 -90.24 6222.70 -64.11 -231.39 -48.47 -291.09 217 -62.27 6478.39 413.34 673.71 -39.41 -210.30 218 71.21 6232.71 -50.38 -205.34 39.25 185.16 219 367.04 3886.71 234.89 379.41 196.70 1066.94 220 -361.68 3739.95 -17.11 -98.39 -196.80 -1082.03 221 355.86 3784.44 43.91 17.37 193.08 1034.62 222 -350.50 3842.23 173.87 263.65 -193.17 -1049.71 223 128.95 3990.47 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  • 35. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 34 ~ SUPPORT REACTIONS -UNIT KG METE STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 225 -86.31 3977.12 418.04 726.55 -52.49 -271.18 226 91.67 3649.55 -200.26 -445.53 52.40 256.09 5 201 3.24 8847.82 -175.52 -230.16 -0.38 -8.61 202 4.43 11335.00 -225.36 -295.46 -0.49 -11.66 203 386.19 8931.68 -39.61 18.55 192.46 1106.37 204 -379.70 8763.96 -311.43 -478.86 -193.22 -1123.58 205 369.00 8830.09 -245.58 -358.33 184.68 1056.65 206 -362.51 8865.54 -105.46 -101.99 -185.44 -1073.86 207 144.19 9027.05 177.65 416.05 69.27 401.30 208 -137.71 8668.59 -528.69 -876.36 -70.04 -418.51 209 -80.42 9007.21 157.89 379.89 -44.10 -252.77 210 86.90 8688.43 -508.93 -840.20 43.34 235.56 211 290.45 8910.71 -73.59 -43.63 144.25 827.63 212 -283.97 8784.92 -277.46 -416.68 -145.01 -844.84 213 277.56 8834.52 -228.07 -326.28 138.41 790.34 214 -271.08 8861.11 -122.97 -134.03 -139.18 -807.55 215 108.96 8982.24 89.36 254.50 51.86 298.82 216 -102.47 8713.40 -440.40 -714.81 -52.62 -316.03 217 -59.50 8967.36 74.54 227.38 -33.17 -191.73 218 65.99 8728.27 -425.58 -687.69 32.41 174.52 219 384.89 5392.55 30.60 110.61 192.61 1109.81 220 -381.00 5224.83 -241.23 -386.80 -193.07 -1120.14 221 367.70 5290.96 -175.37 -266.26 184.83 1060.09 222 -363.81 5326.42 -35.25 -9.92 -185.29 -1070.42 223 142.90 5487.92 247.86 508.11 69.42 404.74 224 -139.01 5129.46 -458.48 -784.30 -69.88 -415.07 225 -81.71 5468.08 228.10 471.95 -43.95 -249.33 226 85.60 5149.30 -438.73 -748.14 43.49 239.00 6 201 3.88 6400.30 183.04 237.54 -0.12 -11.60 202 5.07 8188.69 235.04 305.09 -0.15 -15.20 203 359.24 6460.55 295.34 450.43 169.45 1047.83 204 -351.49 6340.04 70.73 24.65 -169.69 -1071.02 205 348.22 6362.56 112.01 102.94 165.79 1015.79 206 -340.47 6438.03 254.06 372.14 -166.03 -1038.99 207 127.20 6566.99 494.77 828.43 56.30 354.82 208 -119.45 6233.61 -128.70 -353.35 -56.54 -378.01 209 -82.71 6560.23 482.39 804.94 -44.34 -271.23 210 90.46 6240.36 -116.32 -329.86 44.10 248.03 211 270.40 6445.49 267.26 397.21 127.06 782.97 212 -262.65 6355.11 98.81 77.88 -127.30 -806.17 213 262.13 6372.00 129.77 136.59 124.31 758.94 214 -254.38 6428.60 236.30 338.49 -124.55 -782.14 215 96.37 6525.32 416.84 680.71 42.20 263.21 216 -88.62 6275.28 -50.77 -205.62 -42.43 -286.41 217 -61.07 6520.25 407.55 663.09 -33.28 -206.32 218 68.82 6280.35 -41.48 -188.01 33.05 183.12 219 357.69 3900.43 222.13 355.41 169.50 1052.46 220 -353.04 3779.92 -2.48 -70.36 -169.64 -1066.38 221 346.67 3802.45 38.80 7.93 165.84 1020.43 222 -342.02 3877.91 180.84 277.13 -165.98 -1034.35 223 125.65 4006.87 421.56 733.41 56.35 359.46 224 -121.00 3673.49 -201.92 -448.36 -56.49 -373.37 225 -84.26 4000.11 409.17 709.93 -44.29 -266.59 SUPPORT REACTIONS -UNIT KG METE STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 226 88.91 3680.24 -189.53 -424.88 44.15 252.67 7 201 2.36 8497.89 -184.98 -241.13 -0.28 -7.21 202 3.15 10885.39 -237.53 -309.60 -0.36 -9.61 203 377.18 8558.55 -63.07 -18.73 161.37 1094.41 204 -372.45 8437.23 -306.90 -463.53 -161.93 -1108.83 205 360.28 8460.40 -262.08 -381.74 155.23 1045.34 206 -355.56 8535.38 -107.88 -100.51 -155.79 -1059.75 207 140.43 8664.95 153.44 376.16 57.53 397.71 208 -135.71 8330.83 -523.40 -858.41 -58.09 -412.13 209 -79.39 8658.00 139.99 351.62 -37.62 -248.54 210 84.11 8337.78 -509.96 -833.88 37.06 234.12 211 283.47 8543.39 -93.55 -74.33 120.96 819.01 212 -278.75 8452.40 -276.42 -407.93 -121.52 -833.43 213 270.80 8469.77 -242.81 -346.59 116.36 782.20 214 -266.08 8526.01 -127.16 -135.67 -116.91 -796.62 215 105.91 8623.19 68.83 221.84 43.08 296.48 216 -101.19 8372.59 -438.80 -704.09 -43.63 -310.90 217 -58.95 8617.97 58.75 203.44 -28.28 -188.21 218 63.67 8377.81 -428.71 -685.69 27.73 173.79 219 376.23 5159.40 10.93 77.72 161.48 1097.30 220 -373.40 5038.07 -232.91 -367.07 -161.82 -1105.95 221 359.34 5061.24 -188.09 -285.29 155.34 1048.22 222 -356.50 5136.23 -33.89 -4.06 -155.68 -1056.87 223 139.49 5265.80 227.43 472.61 57.64 400.60 224 -136.65 4931.67 -449.41 -761.96 -57.98 -409.25 225 -80.33 5258.85 213.98 448.07 -37.51 -245.65 226 83.17 4938.62 -435.96 -737.43 37.17 237.00 8 201 3.94 6405.23 185.11 241.51 -0.11 -11.71 202 5.18 8194.62 237.69 310.15 -0.14 -15.38 203 360.81 6465.48 297.20 453.98 175.96 1050.17 204 -352.92 6344.98 73.02 29.04 -176.18 -1073.59 205 349.85 6367.89 114.62 107.95 172.11 1018.22 206 -341.97 6442.57 255.60 375.06 -172.33 -1041.64 207 127.62 6571.33 495.65 830.05 58.54 355.31 208 -119.73 6239.13 -125.43 -347.04 -58.77 -378.73 209 -83.21 6564.45 483.17 806.38 -45.94 -272.23 210 91.10 6246.01 -112.95 -323.36 45.72 248.82 211 271.59 6450.42 269.18 400.86 131.94 784.70 212 -263.71 6360.04 101.04 82.15 -132.16 -808.12 213 263.37 6377.22 132.24 141.34 129.05 760.74 214 -255.49 6433.24 237.98 341.67 -129.28 -784.16 215 96.70 6529.80 418.01 682.92 43.88 263.56 216 -88.81 6280.66 -47.79 -199.90 -44.10 -286.97 217 -61.43 6524.65 408.65 665.16 -34.49 -207.10 218 69.31 6285.81 -38.43 -182.14 34.26 183.69 219 359.23 3903.39 223.15 357.38 176.00 1054.85 220 -354.50 3782.89 -1.02 -67.57 -176.13 -1068.90 221 348.28 3805.79 40.58 11.35 172.15 1022.91 222 -343.54 3880.48 181.56 278.46 -172.29 -1036.96 223 126.04 4009.23 421.60 733.45 58.59 359.99 224 -121.31 3677.04 -199.47 -443.64 -58.72 -374.04 225 -84.79 4002.36 409.12 709.77 -45.90 -267.55 226 89.52 3683.92 -186.99 -419.97 45.77 253.50
  • 36. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 35 ~ SUPPORT REACTIONS -UNIT KG METE STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 9 201 2.56 8432.86 -183.64 -238.20 -0.29 -7.52 202 3.42 10807.16 -235.75 -305.77 -0.37 -10.04 203 378.78 8492.51 -61.96 -16.24 168.94 1096.08 204 -373.66 8373.22 -305.33 -460.16 -169.53 -1111.12 205 361.92 8394.88 -260.17 -377.72 162.74 1047.06 206 -356.80 8470.85 -107.12 -98.67 -163.32 -1062.10 207 140.99 8598.84 153.47 376.65 59.89 397.90 208 -135.87 8266.89 -520.76 -853.04 -60.47 -412.95 209 -79.69 8592.34 139.93 351.92 -39.79 -249.55 210 84.81 8273.39 -507.22 -828.31 39.21 234.51 211 284.72 8477.60 -92.38 -71.73 126.64 820.18 212 -279.60 8388.13 -274.91 -404.67 -127.22 -835.22 213 272.08 8404.37 -241.04 -342.84 121.98 783.41 214 -266.96 8461.36 -126.25 -133.55 -122.56 -798.45 215 106.38 8557.34 69.19 222.94 44.85 296.55 216 -101.26 8308.38 -436.48 -699.33 -45.43 -311.59 217 -59.13 8552.47 59.03 204.39 -29.91 -189.04 218 64.25 8313.26 -426.32 -680.78 29.33 174.00 219 377.75 5119.36 11.49 79.04 169.06 1099.08 220 -374.68 5000.07 -231.87 -364.88 -169.41 -1108.11 221 360.90 5021.73 -186.71 -282.44 162.85 1050.06 222 -357.83 5097.71 -33.66 -3.39 -163.20 -1059.09 223 139.96 5225.69 226.93 471.93 60.01 400.91 224 -136.89 4893.75 -447.30 -757.76 -60.36 -409.94 225 -80.71 5219.19 213.38 447.19 -39.67 -246.54 226 83.78 4900.24 -433.76 -733.03 39.32 237.51 10 201 3.94 6396.03 187.14 245.44 -0.12 -11.71 202 5.17 8183.40 240.27 315.14 -0.15 -15.37 203 360.44 6462.63 312.39 482.88 173.09 1049.58 204 -352.56 6329.43 61.89 8.01 -173.34 -1073.00 205 349.48 6362.20 123.58 125.07 169.40 1017.64 206 -341.60 6429.86 250.70 365.82 -169.64 -1041.05 207 127.50 6568.32 511.08 859.35 57.45 355.13 208 -119.62 6223.74 -136.80 -368.46 -57.70 -378.54 209 -83.11 6558.49 492.58 824.23 -45.37 -272.06 210 90.99 6233.57 -118.29 -333.35 45.12 248.65 211 271.31 6445.98 281.08 423.52 129.79 784.26 212 -263.43 6346.08 93.20 67.37 -130.04 -807.67 213 263.10 6370.66 139.47 155.16 127.02 760.30 214 -255.22 6421.40 234.81 335.72 -127.26 -783.72 215 96.61 6525.25 430.10 705.87 43.06 263.42 216 -88.73 6266.81 -55.81 -214.99 -43.30 -286.83 217 -61.35 6517.88 416.22 679.53 -34.06 -206.97 218 69.23 6274.18 -41.93 -188.65 33.81 183.56 219 358.86 3904.21 237.54 384.70 173.14 1054.26 220 -354.13 3771.02 -12.96 -90.17 -173.29 -1068.31 221 347.91 3803.79 48.72 26.89 169.45 1022.32 222 -343.18 3871.45 175.85 267.64 -169.59 -1036.37 223 125.93 4009.91 436.23 761.17 57.50 359.81 224 -121.20 3665.33 -211.65 -466.64 -57.65 -373.86 225 -84.69 4000.08 417.72 726.05 -45.32 -267.38 226 89.41 3675.16 -193.15 -431.52 45.17 253.33 11 201 2.19 8335.68 -177.54 -229.42 -0.27 -6.93 SUPPORT REACTIONS -UNIT KG METE STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 202 2.94 10672.75 -228.11 -294.77 -0.35 -9.28 203 376.78 8399.82 -42.46 17.74 164.63 1095.18 204 -372.41 8271.54 -312.63 -476.59 -165.18 -1109.05 205 359.97 8299.48 -246.10 -354.74 157.72 1046.15 206 -355.60 8371.88 -108.98 -104.10 -158.26 -1060.02 207 140.06 8507.10 171.85 409.67 59.69 398.06 208 -135.69 8164.26 -526.93 -868.51 -60.24 -411.93 209 -79.65 8498.72 151.89 373.11 -37.18 -248.50 210 84.03 8172.64 -506.97 -831.96 36.63 234.63 211 283.14 8383.78 -76.23 -44.05 123.41 819.65 212 -278.76 8287.57 -278.85 -414.80 -123.95 -833.52 213 270.53 8308.53 -228.96 -323.41 118.22 782.88 214 -266.15 8362.83 -126.12 -135.43 -118.76 -796.75 215 105.59 8464.24 84.50 249.89 44.70 296.81 216 -101.22 8207.11 -439.58 -708.74 -45.24 -310.68 217 -59.19 8457.96 69.53 222.48 -27.95 -188.11 218 63.57 8213.40 -424.61 -681.32 27.41 174.24 219 375.91 5065.54 28.56 109.51 164.74 1097.95 220 -373.29 4937.27 -241.61 -384.82 -165.07 -1106.28 221 359.10 4965.21 -175.08 -262.97 157.83 1048.93 222 -356.48 5037.61 -37.97 -12.33 -158.15 -1057.25 223 139.19 5172.83 242.86 501.44 59.80 400.83 224 -136.57 4829.99 -455.91 -776.74 -60.13 -409.16 225 -80.53 5164.45 222.90 464.88 -37.07 -245.73 226 83.15 4838.37 -435.95 -740.19 36.74 237.40 12 201 4.02 6531.24 187.83 247.19 -0.13 -11.84 202 5.27 8356.96 241.13 317.35 -0.16 -15.54 203 360.82 6605.00 333.06 522.52 178.21 1049.93 204 -352.78 6457.48 42.60 -28.14 -178.46 -1073.60 205 349.83 6503.46 131.65 140.86 174.20 1017.92 206 -341.79 6559.03 244.00 353.52 -174.45 -1041.59 207 127.73 6707.38 536.87 908.64 59.45 355.24 208 -119.69 6355.11 -161.21 -414.26 -59.70 -378.91 209 -83.06 6693.59 510.15 857.94 -46.35 -272.22 210 91.09 6368.90 -134.49 -363.56 46.10 248.55 211 271.62 6586.56 296.75 453.69 133.62 784.49 212 -263.58 6475.92 78.90 40.69 -133.88 -808.16 213 263.37 6510.41 145.70 167.44 130.62 760.48 214 -255.34 6552.08 229.96 326.94 -130.87 -784.15 215 96.80 6663.35 449.61 743.28 44.56 263.47 216 -88.76 6399.14 -73.95 -248.90 -44.81 -287.14 217 -61.29 6653.00 429.57 705.25 -34.79 -207.12 218 69.32 6409.49 -53.91 -210.87 34.54 183.45 219 359.21 3992.51 257.93 423.64 178.26 1054.66 220 -354.39 3844.99 -32.54 -127.01 -178.41 -1068.87 221 348.22 3890.96 56.52 41.98 174.25 1022.65 222 -343.40 3946.53 168.87 254.65 -174.40 -1036.86 223 126.12 4094.88 461.74 809.76 59.50 359.97 224 -121.30 3742.61 -236.34 -513.14 -59.65 -374.18 225 -84.66 4081.09 435.02 759.06 -46.30 -267.48 226 89.48 3756.40 -209.63 -462.44 46.15 253.28 13 201 2.18 6533.85 -189.01 -249.22 -0.26 -6.95 202 2.93 8360.34 -242.71 -320.06 -0.33 -9.31
  • 37. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 36 ~ SUPPORT REACTIONS -UNIT KG METE STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 203 372.40 6605.09 -43.78 26.11 176.34 1093.15 204 -368.04 6462.60 -334.25 -524.55 -176.85 -1107.05 205 355.77 6503.60 -245.20 -355.56 172.29 1044.48 206 -351.41 6564.10 -132.83 -142.88 -172.80 -1058.38 207 138.47 6709.16 160.05 412.24 58.86 396.89 208 -134.11 6358.54 -538.08 -910.69 -59.38 -410.79 209 -78.68 6696.86 133.33 361.55 -45.88 -248.56 210 83.04 6370.84 -511.36 -859.99 45.37 234.66 211 279.84 6587.28 -80.09 -42.72 132.19 818.12 212 -275.48 6480.41 -297.94 -455.72 -132.70 -832.02 213 267.37 6511.16 -231.15 -328.98 129.15 781.62 214 -263.01 6556.53 -146.88 -169.47 -129.67 -795.52 215 104.39 6665.33 72.78 246.88 44.08 295.93 216 -100.03 6402.37 -450.81 -745.32 -44.60 -309.83 217 -58.46 6656.10 52.74 208.85 -34.48 -188.16 218 62.82 6411.59 -430.77 -707.30 33.96 174.26 219 371.53 3991.56 31.83 125.80 176.44 1095.93 220 -368.91 3849.06 -258.65 -424.86 -176.75 -1104.27 221 354.90 3890.06 -169.59 -255.87 172.39 1047.26 222 -352.28 3950.56 -57.22 -43.19 -172.70 -1055.60 223 137.59 4095.62 235.65 511.93 58.96 399.67 224 -134.98 3745.00 -462.47 -811.00 -59.27 -408.01 225 -79.55 4083.32 208.94 461.23 -45.78 -245.78 226 82.16 3757.30 -435.75 -760.30 45.47 237.44 14 201 3.43 6531.25 189.97 251.26 -0.10 -10.86 202 4.52 8356.99 243.86 322.53 -0.12 -14.29 203 361.13 6613.38 358.96 571.64 175.35 1052.38 204 -354.27 6449.12 20.99 -69.13 -175.55 -1074.09 205 350.16 6503.12 139.74 156.23 171.38 1020.40 206 -343.30 6559.38 240.21 346.28 -171.57 -1042.11 207 127.37 6723.11 573.16 977.42 58.57 356.62 208 -120.51 6339.39 -193.21 -474.91 -58.76 -378.33 209 -83.96 6706.91 537.53 909.81 -45.51 -271.73 210 90.81 6355.59 -157.58 -407.30 45.31 250.02 211 271.70 6592.84 316.72 491.55 131.49 786.57 212 -264.84 6469.65 63.23 10.97 -131.68 -808.28 213 263.48 6510.15 152.30 179.99 128.51 762.59 214 -256.62 6552.34 227.65 322.53 -128.70 -784.30 215 96.39 6675.14 477.36 795.88 43.90 264.75 216 -89.53 6387.35 -97.41 -293.37 -44.10 -286.46 217 -62.11 6662.99 450.64 745.17 -34.15 -206.51 218 68.97 6399.50 -70.69 -242.66 33.96 184.80 219 359.76 4000.88 282.97 471.14 175.39 1056.72 220 -355.64 3836.62 -55.00 -169.63 -175.51 -1069.75 221 348.79 3890.62 63.75 55.73 171.41 1024.74 222 -344.67 3946.88 164.22 245.78 -171.53 -1037.77 223 126.00 4110.61 497.17 876.92 58.61 360.96 224 -121.89 3726.89 -269.20 -575.41 -58.72 -373.99 225 -85.33 4094.41 461.54 809.31 -45.47 -267.39 226 89.44 3743.09 -233.57 -507.80 45.35 254.36 15 201 2.58 6531.46 -186.70 -245.03 -0.23 -7.62 202 3.43 8357.26 -239.75 -314.73 -0.29 -10.15 203 371.70 6615.96 -17.71 75.35 173.17 1090.60 SUPPORT REACTIONS -UNIT KG METE STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 204 -366.53 6446.97 -355.69 -565.42 -173.62 -1105.84 205 355.12 6505.58 -236.93 -340.06 168.91 1042.02 206 -349.96 6557.35 -136.47 -150.01 -169.36 -1057.26 207 138.45 6724.23 196.48 481.13 58.26 395.52 208 -133.29 6338.70 -569.88 -971.20 -58.71 -410.77 209 -78.05 6706.65 160.86 413.52 -44.50 -248.83 210 83.21 6356.28 -534.25 -903.59 44.05 233.59 211 279.42 6594.84 -59.95 -4.74 129.82 816.04 212 -274.25 6468.09 -313.44 -485.33 -130.28 -831.29 213 266.99 6512.05 -224.37 -316.30 126.62 779.61 214 -261.83 6550.88 -149.02 -173.77 -127.08 -794.85 215 104.48 6676.04 100.69 299.59 43.64 294.74 216 -99.32 6386.89 -474.08 -789.66 -44.09 -309.98 217 -57.89 6662.85 73.97 248.88 -33.43 -188.53 218 63.05 6400.08 -447.36 -738.95 32.98 173.29 219 370.66 4003.37 56.97 173.37 173.26 1093.65 220 -367.57 3834.38 -281.01 -467.41 -173.53 -1102.79 221 354.09 3892.99 -162.25 -242.05 169.00 1045.07 222 -350.99 3944.77 -61.79 -52.00 -169.27 -1054.21 223 137.42 4111.64 271.16 579.14 58.35 398.57 224 -134.32 3726.11 -495.20 -873.18 -58.62 -407.72 225 -79.08 4094.06 235.54 511.53 -44.41 -245.79 226 82.18 3743.70 -459.57 -805.57 44.14 236.64 16 201 7.87 6548.59 192.28 255.43 -0.15 -18.23 202 10.16 8379.02 246.81 327.84 -0.19 -23.64 203 358.09 6671.30 387.64 625.70 184.73 1032.66 204 -342.35 6425.88 -3.07 -114.85 -185.04 -1069.12 205 347.28 6548.75 146.51 168.77 180.55 1000.96 206 -331.54 6548.43 238.06 342.08 -180.86 -1037.41 207 129.33 6771.27 616.61 1059.52 61.65 345.12 208 -113.59 6325.91 -232.04 -548.67 -61.96 -381.58 209 -77.56 6734.41 571.73 974.44 -48.02 -275.90 210 93.30 6362.77 -187.17 -463.58 47.71 239.45 211 270.54 6640.62 338.80 533.14 138.51 769.94 212 -254.79 6456.56 45.77 -22.28 -138.82 -806.39 213 262.43 6548.71 157.95 190.44 135.37 746.16 214 -246.69 6548.47 226.62 320.42 -135.68 -782.62 215 98.97 6715.60 510.53 858.50 46.20 254.28 216 -83.22 6381.58 -125.96 -347.64 -46.51 -290.74 217 -56.20 6687.96 476.87 794.69 -36.05 -211.48 218 71.94 6409.23 -92.30 -283.83 35.74 175.03 219 354.94 4051.86 310.72 523.53 184.79 1039.95 220 -345.50 3806.45 -79.98 -217.02 -184.98 -1061.83 221 344.13 3929.31 69.59 66.60 180.61 1008.25 222 -334.69 3929.00 161.15 239.91 -180.79 -1030.12 223 126.18 4151.83 539.69 957.35 61.72 352.41 224 -116.74 3706.48 -308.95 -650.84 -61.90 -374.28 225 -80.71 4114.97 494.82 872.27 -47.96 -268.61 226 90.15 3743.34 -264.08 -565.75 47.77 246.74 17 201 1.99 6527.82 -184.64 -241.05 -0.44 -6.60 202 2.75 8352.86 -237.13 -309.65 -0.57 -8.97 203 373.94 6635.29 10.62 129.15 181.03 1096.49 204 -369.96 6420.35 -379.89 -611.25 -181.91 -1109.68
  • 38. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 37 ~ SUPPORT REACTIONS -UNIT KG METE STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 205 357.23 6513.43 -230.51 -327.77 177.01 1047.67 206 -353.25 6542.21 -138.77 -154.32 -177.89 -1060.87 207 138.92 6744.88 239.64 563.02 60.09 398.36 208 -134.94 6310.76 -608.92 -1045.11 -60.98 -411.56 209 -79.23 6716.96 194.82 477.97 -47.58 -248.85 210 83.22 6338.68 -564.10 -960.07 46.70 235.65 211 280.95 6608.43 -38.20 36.60 135.66 820.71 212 -276.97 6447.22 -331.08 -518.70 -136.54 -833.91 213 268.42 6517.03 -219.04 -306.09 132.65 784.10 214 -264.44 6538.61 -150.24 -176.00 -133.53 -797.30 215 104.69 6690.62 133.57 362.00 44.96 297.12 216 -100.70 6365.02 -502.85 -844.09 -45.84 -310.32 217 -58.93 6669.67 99.96 298.22 -35.80 -188.28 218 62.91 6385.97 -469.23 -780.31 34.91 175.09 219 373.14 4024.17 84.47 225.57 181.20 1099.12 220 -370.75 3809.22 -306.04 -514.83 -181.73 -1107.04 221 356.43 3902.31 -156.65 -231.35 177.18 1050.31 222 -354.04 3931.08 -64.92 -57.90 -177.71 -1058.23 223 138.12 4133.76 313.49 659.44 60.27 401.00 224 -135.73 3699.63 -535.06 -948.69 -60.80 -408.92 225 -80.03 4105.83 268.68 574.39 -47.41 -246.21 226 82.42 3727.55 -490.24 -863.65 46.88 238.29 18 201 -60.86 4752.40 153.32 199.04 4.25 90.64 202 -78.12 6054.96 196.59 255.13 5.48 116.07 203 511.54 4881.98 390.99 622.92 97.57 1474.96 204 -633.26 4622.82 -84.35 -224.85 -89.07 -1293.67 205 494.11 4707.63 120.40 114.59 94.05 1433.57 206 -615.82 4797.17 186.24 283.49 -85.55 -1252.28 207 137.30 5055.71 635.01 1097.18 37.57 568.72 208 -259.02 4449.10 -328.38 -699.11 -29.07 -387.43 209 -200.90 5030.27 573.59 995.35 -17.36 -249.45 210 79.19 4474.54 -266.95 -597.28 25.86 430.74 211 368.44 4849.59 331.57 516.95 74.24 1128.88 212 -490.16 4655.22 -24.93 -118.88 -65.74 -947.59 213 355.37 4718.83 128.63 135.70 71.60 1097.83 214 -477.08 4785.98 178.01 262.38 -63.10 -916.55 215 87.76 4979.88 514.59 872.65 29.24 449.20 216 -209.48 4524.93 -207.95 -474.57 -20.74 -267.91 217 -165.89 4960.80 468.52 796.27 -11.96 -164.43 218 44.18 4544.01 -161.88 -398.20 20.46 345.72 219 535.88 2981.02 329.66 543.31 95.87 1438.70 220 -608.91 2721.86 -145.68 -304.46 -90.77 -1329.93 221 518.45 2806.67 59.07 34.97 92.35 1397.31 222 -591.48 2896.21 124.91 203.87 -87.25 -1288.54 223 161.65 3154.75 573.69 1017.57 35.87 532.46 224 -234.68 2548.14 -389.70 -778.72 -30.77 -423.69 225 -176.56 3129.31 512.26 915.74 -19.06 -285.71 226 103.53 2573.58 -328.28 -676.89 24.16 394.48 19 201 4.84 5528.26 -144.78 -187.26 1.44 -11.77 202 5.81 7066.21 -185.88 -240.51 1.83 -14.60 203 355.75 5771.26 78.64 235.55 137.71 1054.67 204 -346.07 5285.26 -368.20 -610.07 -134.84 -1078.20 205 340.16 5634.61 -187.17 -268.25 130.41 1007.78 SUPPORT REACTIONS -UNIT KG METE STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 206 -330.48 5421.91 -102.39 -106.27 -127.54 -1031.31 207 133.75 5808.42 325.39 703.68 53.39 379.28 208 -124.08 5248.10 -614.96 -1078.21 -50.52 -402.81 209 -72.11 5703.61 271.08 601.14 -26.18 -246.52 210 81.79 5352.91 -560.65 -975.66 29.06 222.99 211 268.02 5710.51 22.78 129.85 103.64 788.06 212 -258.34 5346.01 -312.35 -504.37 -100.77 -811.59 213 256.33 5608.02 -176.58 -248.01 98.17 752.89 214 -246.65 5448.50 -112.99 -126.52 -95.29 -776.43 215 101.53 5738.38 207.85 480.95 40.40 281.52 216 -91.85 5318.14 -497.41 -855.47 -37.53 -305.05 217 -52.88 5659.78 167.12 404.04 -19.28 -187.83 218 62.55 5396.75 -456.68 -778.56 22.15 164.30 219 353.81 3559.96 136.55 310.45 137.14 1059.38 220 -348.00 3073.95 -310.29 -535.17 -135.41 -1073.49 221 338.22 3423.31 -129.26 -193.35 129.84 1012.49 222 -332.42 3210.61 -44.48 -31.37 -128.11 -1026.61 223 131.82 3597.11 383.31 778.59 52.82 383.98 224 -126.01 3036.80 -557.04 -1003.30 -51.09 -398.10 225 -74.05 3492.31 329.00 676.04 -26.76 -241.81 226 79.86 3141.60 -502.74 -900.76 28.48 227.69 20 201 -20.77 2149.13 -40.83 -50.98 -1.36 24.65 202 -26.37 2729.77 -52.05 -65.04 -1.74 31.06 203 343.94 2428.14 267.11 404.24 2.98 1064.16 204 -385.48 1870.12 -348.78 -506.20 -5.71 -1014.87 205 282.97 2327.70 72.48 -21.43 0.15 1003.98 206 -324.52 1970.57 -154.15 -80.53 -2.87 -954.68 207 181.11 2385.18 346.74 731.19 4.24 427.78 208 -222.65 1913.09 -428.41 -833.15 -6.96 -378.49 209 -19.43 2247.90 220.36 585.76 2.48 -177.87 210 -22.12 2050.36 -302.03 -687.72 -5.20 227.16 211 252.76 2358.39 190.13 290.43 1.90 804.28 212 -294.31 1939.88 -271.79 -392.40 -4.62 -754.99 213 207.04 2283.05 44.15 -28.82 -0.23 759.14 214 -248.58 2015.21 -125.82 -73.14 -2.50 -709.85 215 130.64 2326.17 249.85 535.65 2.84 327.00 216 -172.18 1972.10 -331.52 -637.61 -5.56 -277.71 217 -19.76 2223.21 155.06 426.57 1.52 -127.24 218 -21.78 2075.05 -236.73 -528.54 -4.24 176.53 219 352.25 1568.49 283.45 424.63 3.53 1054.30 220 -377.18 1010.47 -332.45 -485.81 -5.16 -1024.73 221 291.28 1468.04 88.81 -1.04 0.70 994.12 222 -316.21 1110.92 -137.82 -60.14 -2.33 -964.54 223 189.42 1525.52 363.07 751.58 4.78 417.93 224 -214.35 1053.44 -412.08 -812.76 -6.41 -388.35 225 -11.12 1388.25 236.70 606.15 3.02 -187.73 226 -13.81 1190.71 -285.70 -667.33 -4.66 217.30 21 201 9.59 3345.30 25.52 36.62 2.53 -15.43 202 12.51 4252.47 32.90 47.12 3.24 -20.24 203 390.43 3518.14 333.13 500.65 25.79 1029.09 204 -371.25 3172.45 -282.08 -427.42 -20.74 -1059.94 205 324.87 3453.23 138.48 83.47 22.13 947.01 206 -305.68 3237.36 -87.44 -10.24 -17.08 -977.86
  • 39. Ingeniería Gerencia y Construcción, C.A. Calle 64A No. 10A-31 Urb. La Estrella Telf. 58-412-621.34.71 E-mail: igc.ca.proyectos@gmail.com Maracaibo, Venezuela ~ Página 38 ~ SUPPORT REACTIONS -UNIT KG METE STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 207 223.29 3495.59 413.02 808.55 15.06 422.41 208 -204.10 3195.00 -361.97 -735.31 -10.00 -453.26 209 14.45 3411.36 286.85 655.28 2.20 -179.67 210 4.73 3279.23 -235.80 -582.05 2.86 148.82 211 295.22 3474.93 256.23 384.64 19.98 767.96 212 -276.04 3215.66 -205.18 -311.41 -14.92 -798.81 213 246.05 3426.25 110.24 71.76 17.23 706.40 214 -226.86 3264.34 -59.20 1.48 -12.18 -737.25 215 169.86 3458.02 316.14 615.57 11.92 312.95 216 -150.68 3232.57 -265.10 -542.33 -6.87 -343.80 217 13.24 3394.84 221.52 500.62 2.28 -138.61 218 5.95 3295.75 -170.47 -427.38 2.77 107.76 219 386.60 2180.02 322.92 486.00 24.78 1035.26 220 -375.08 1834.33 -292.29 -442.06 -21.75 -1053.77 221 321.03 2115.11 128.27 68.83 21.12 953.18 222 -309.52 1899.24 -97.64 -24.88 -18.09 -971.69 223 219.45 2157.48 402.81 793.90 14.05 428.58 224 -207.94 1856.88 -372.18 -749.96 -11.01 -447.09 225 10.62 2073.24 276.64 640.64 1.19 -173.50 226 0.90 1941.11 -246.01 -596.69 1.85 154.99 513. ***CARGAS DE DISEÑO (ULTIMAS)*** 514. LOAD LIST 101 TO 118 515. PRINT SUPPORT REACTION SUPPORT REACTIONS -UNIT KG METE STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 1 101 11.39 2099.55 18.12 14.81 -0.51 -26.24 102 11.95 2429.34 21.22 17.37 -0.56 -28.73 103 427.94 2093.88 225.47 410.31 3.38 1343.00 104 -408.41 1505.35 -194.41 -384.92 -4.25 -1387.99 105 414.44 1863.93 -67.78 -145.12 -1.22 1300.91 106 -394.91 1735.30 98.84 170.50 0.35 -1345.89 107 155.70 2236.65 523.27 974.37 7.69 451.00 108 -136.17 1362.58 -492.21 -948.98 -8.56 -495.99 109 -91.15 2129.08 485.28 902.43 6.78 -355.67 110 110.68 1470.15 -454.22 -877.04 -7.65 310.68 111 425.50 1643.97 221.59 407.13 3.49 1348.62 112 -410.85 1055.45 -198.29 -388.09 -4.14 -1382.36 113 412.00 1414.02 -71.66 -148.29 -1.11 1306.53 114 -397.35 1285.40 94.95 167.33 0.46 -1340.27 115 153.26 1786.75 519.38 971.19 7.80 456.62 116 -138.61 912.68 -496.09 -952.15 -8.45 -490.36 117 -93.59 1679.18 481.39 899.25 6.89 -350.05 118 108.24 1020.25 -458.10 -880.21 -7.54 316.31 2 101 10.17 3883.94 -28.60 -44.51 -0.19 -21.10 102 10.51 4533.98 -33.58 -52.23 -0.23 -22.79 103 447.12 3574.03 202.22 376.24 35.69 1402.14 104 -429.69 3084.15 -251.24 -452.54 -36.02 -1438.31 105 426.63 3333.10 -114.36 -202.37 30.41 1337.80 106 -409.19 3325.08 65.34 126.07 -30.74 -1373.96 107 171.33 3767.98 523.65 963.73 18.59 505.57 108 -153.89 2890.19 -572.67 -1040.03 -18.92 -541.74 109 -85.57 3693.30 482.58 888.68 -1.34 -327.26 110 103.00 2964.88 -531.61 -964.98 1.01 291.10 111 444.94 2741.76 208.34 385.78 35.73 1406.66 112 -431.87 2251.88 -245.11 -443.00 -35.98 -1433.78 113 424.45 2500.82 -108.23 -192.83 30.45 1342.32 114 -411.37 2492.81 71.46 135.61 -30.70 -1369.44 115 169.15 2935.71 529.78 973.26 18.63 510.09 116 -156.07 2057.92 -566.54 -1030.49 -18.88 -537.21 117 -87.75 2861.03 488.71 898.21 -1.30 -322.74 118 100.82 2132.60 -525.48 -955.44 1.05 295.62 3 101 4.40 5033.82 -14.78 -27.18 -0.40 -12.90 102 4.92 5893.53 -17.34 -31.87 -0.45 -15.02 103 314.58 4330.33 211.24 389.82 7.96 1138.28 104 -307.04 4299.08 -236.58 -436.42 -8.64 -1160.40 105 308.32 4322.51 -101.48 -187.16 1.22 1115.42 106 -300.77 4306.90 76.14 140.56 -1.90 -1137.54 107 106.52 4331.25 528.80 975.72 12.38 368.41 108 -98.97 4298.16 -554.14 -1022.32 -13.06 -390.53 109 -78.09 4324.22 488.26 900.94 9.43 -314.34 110 85.63 4305.19 -513.61 -947.54 -10.11 292.22 111 313.64 3251.65 214.41 395.65 8.05 1141.05 112 -307.98 3220.41 -233.42 -430.59 -8.56 -1157.63 113 307.37 3243.83 -98.31 -181.33 1.30 1118.19