STAAD SPACE ( MASELA_PJ ) X-XXXX-XX
*
******************************************************************************
****************************** JOB INFORMATION *******************************
******************************************************************************
START JOB INFORMATION
ENGINEER NAME N.N.
ENGINEER DATE 14-May-13
END JOB INFORMATION
SET NL 800
INPUT WIDTH 78
PAGE LENGTH 68
*
******************************************************************************
********************************** MODELING **********************************
******************************************************************************
UNIT METER KN
JOINT COORDINATES
1 -2 0 -3.460000038; 2 -2 4 -3.460000038; 3 -2 8 -3.460000038;
4 -2 12 -3.460000038; 5 -2 16 -3.460000038; 6 -2 20 -3.460000038;
7 -2 24 -3.460000038; 8 -2 27 -3.460000038; 9 -2 30 -3.460000038; 10 -2 0 0;
11 -2 4 0; 12 -2 8 0; 13 -2 12 0; 14 -2 16 0; 15 -2 20 0; 16 -2 24 0;
17 -2 27 0; 18 -2 30 0; 19 -2 0 1.25; 20 -2 12 1.25; 21 -2 20 1.25;
22 -2 30 1.25; 23 0.6000000238 0 -3.460000038; 24 0.6000000238 8 -3.460000038;
25 0.6000000238 16 -3.460000038; 26 0.6000000238 24 -3.460000038;
27 0.6000000238 30 -3.460000038; 28 0.6000000238 8 -3.119999886;
29 0.6000000238 16 -3.119999886; 30 0.6000000238 24 -3.119999886;
31 0.6000000238 30 -3.119999886; 32 0.6000000238 8 -1.919999957;
33 0.6000000238 16 -1.919999957; 34 0.6000000238 24 -1.919999957;
35 0.6000000238 30 -1.919999957; 36 0.6000000238 0 -1.539999962;
37 0.6000000238 8 -1.539999962; 38 0.6000000238 16 -1.539999962;
39 0.6000000238 24 -1.539999962; 41 0.6000000238 0 -0.3400000036;
42 0.6000000238 8 -0.3400000036; 43 0.6000000238 16 -0.3400000036;
44 0.6000000238 24 -0.3400000036; 46 0.6000000238 0 0; 47 0.6000000238 8 0;
48 0.6000000238 16 0; 49 0.6000000238 24 0; 50 0.6000000238 30 0;
51 2.099999905 8 -3.119999886; 52 2.099999905 16 -3.119999886;
53 2.099999905 24 -3.119999886; 54 2.099999905 8 -1.919999957;
55 2.099999905 16 -1.919999957; 56 2.099999905 24 -1.919999957;
57 2.099999905 0 -1.539999962; 58 2.099999905 8 -1.539999962;
59 2.099999905 16 -1.539999962; 60 2.099999905 0 -0.3400000036;
61 2.099999905 8 -0.3400000036; 62 2.099999905 16 -0.3400000036;
63 2.700000048 30 -3.119999886; 64 2.700000048 30 -1.919999957;
65 2.700000048 24 -1.539999962; 66 2.700000048 24 -0.3400000036;
67 2.900000095 7.333330154 -1.919999957;
68 2.900000095 15.33329964 -1.919999957;
69 2.900000095 23.33329964 -1.919999957;
70 2.900000095 0.6666669846 -1.539999962;
71 2.900000095 8.666669846 -1.539999962;
72 2.900000095 16.66670036 -1.539999962;
75 3.700000048 6.666669846 -3.119999886;
76 3.700000048 14.66670036 -3.119999886;
77 3.700000048 22.66670036 -3.119999886;
78 3.700000048 1.333330035 -0.3400000036;
79 3.700000048 9.333330154 -0.3400000036;
80 3.700000048 17.33329964 -0.3400000036; 82 4.5 8 -3.460000038;
87 4.5 27 -3.460000038; 90 4.5 6 -1.919999957; 91 4.5 14 -1.919999957;
92 4.5 22 -1.919999957; 93 4.5 2 -1.539999962; 94 4.5 10 -1.539999962;
95 4.5 18 -1.539999962; 98 4.5 8 0; 103 4.5 27 0;
105 5.300000191 5.333330154 -3.119999886;
106 5.300000191 13.33329964 -3.119999886;
107 5.300000191 21.33329964 -3.119999886;
108 5.300000191 2.666670084 -0.3400000036;
109 5.300000191 10.66670036 -0.3400000036;
110 5.300000191 18.66670036 -0.3400000036;
113 6.099999905 4.666669846 -1.919999957;
114 6.099999905 12.66670036 -1.919999957;
115 6.099999905 20.66670036 -1.919999957;
116 6.099999905 3.333329916 -1.539999962;
117 6.099999905 11.33329964 -1.539999962;
118 6.099999905 19.33329964 -1.539999962; 119 6.300000191 27 -3.119999886;
120 6.300000191 27 -1.919999957; 121 6.300000191 27 -1.539999962;
122 6.300000191 27 -0.3400000036; 123 6.900000095 4 -3.119999886;
124 6.900000095 12 -3.119999886; 125 6.900000095 20 -3.119999886;
126 6.900000095 4 -1.919999957; 127 6.900000095 12 -1.919999957;
128 6.900000095 20 -1.919999957; 129 6.900000095 4 -1.539999962;
130 6.900000095 12 -1.539999962; 131 6.900000095 20 -1.539999962;
132 6.900000095 4 -0.3400000036; 133 6.900000095 12 -0.3400000036;
134 6.900000095 20 -0.3400000036; 135 8.399999619 4 -3.460000038;
136 8.399999619 12 -3.460000038; 137 8.399999619 20 -3.460000038;
138 8.399999619 27 -3.460000038; 139 8.399999619 4 -3.119999886;
140 8.399999619 12 -3.119999886; 141 8.399999619 20 -3.119999886;
142 8.399999619 27 -3.119999886; 143 8.399999619 4 -1.919999957;
144 8.399999619 12 -1.919999957; 145 8.399999619 20 -1.919999957;
146 8.399999619 27 -1.919999957; 147 8.399999619 4 -1.539999962;
148 8.399999619 12 -1.539999962; 149 8.399999619 20 -1.539999962;
150 8.399999619 27 -1.539999962; 151 8.399999619 4 -0.3400000036;
152 8.399999619 12 -0.3400000036; 153 8.399999619 20 -0.3400000036;
154 8.399999619 27 -0.3400000036; 155 8.399999619 4 0; 156 8.399999619 12 0;
157 8.399999619 20 0; 158 8.399999619 27 0; 159 9 0 -3.460000038;
160 9 4 -3.460000038; 161 9 8 -3.460000038; 162 9 12 -3.460000038;
163 9 16 -3.460000038; 164 9 20 -3.460000038; 165 9 24 -3.460000038;
166 9 27 -3.460000038; 167 9 30 -3.460000038; 168 9 0 0; 169 9 4 0; 170 9 8 0;
171 9 12 0; 172 9 16 0; 173 9 20 0; 174 9 24 0; 175 9 27 0; 176 9 30 0;
177 9 0 1.25; 178 9 12 1.25; 179 9 20 1.25; 180 9 30 1.25;
181 2.700000048 30 -3.460000038; 182 2.700000048 30 0;
183 0.6000000238 30 -0.9599999785; 184 2.700000048 30 -0.9599999785;
186 4.5 25.5 -1.539999962; 188 3.599999905 24.75 -0.3400000036;
190 5.400000095 26.25 -0.3400000036; 191 5.400000095 27.75 -3.119999886;
193 3.599999905 29.25 -3.119999886; 195 4.5 28.5 -1.919999957;
197 1.649999976 24 -0.3400000036; 198 7.349999905 27 -3.119999886;
199 7.349999905 27 -0.3400000036; 200 1.649999976 30 -3.119999886;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 6 7; 7 7 8; 8 8 9; 9 10 11; 10 11 12;
11 12 13; 12 13 14; 13 14 15; 14 15 16; 15 16 17; 16 17 18; 17 159 160;
18 160 161; 19 161 162; 20 162 163; 21 163 164; 22 164 165; 23 165 166;
24 166 167; 25 168 169; 26 169 170; 27 170 171; 28 171 172; 29 172 173;
30 173 174; 31 174 175; 32 175 176; 51 10 2; 52 168 160; 53 2 12; 54 2 82;
55 11 98; 56 160 170; 57 12 4; 58 82 162; 59 98 171; 60 170 162; 61 4 14;
62 162 172; 63 14 6; 64 163 6; 65 14 173; 66 172 164; 67 6 16; 68 164 174;
69 16 8; 70 7 87; 71 16 103; 72 174 166; 73 8 18; 74 87 167; 75 103 176;
76 166 176; 101 10 1; 102 23 36; 103 41 36; 104 46 41; 105 168 159; 106 1 23;
107 23 159; 108 10 46; 109 46 168; 201 11 2; 202 139 135; 203 143 139;
204 147 143; 205 151 147; 206 155 151; 207 169 160; 208 2 135; 209 135 160;
210 11 155; 211 155 169; 301 12 3; 302 28 24; 303 32 28; 304 32 37; 305 37 42;
306 42 47; 307 170 161; 308 3 24; 309 24 82; 310 82 161; 311 12 47; 312 47 98;
313 98 170; 401 13 4; 402 140 136; 403 144 140; 404 148 144; 405 152 148;
406 156 152; 407 171 162; 408 4 136; 409 136 162; 410 13 156; 411 156 171;
501 14 5; 502 29 25; 503 33 29; 504 33 38; 505 38 43; 506 43 48; 507 172 163;
508 5 25; 509 25 163; 510 14 48; 511 48 172; 601 15 6; 602 141 137;
603 145 141; 604 149 145; 605 153 149; 606 157 153; 607 173 164; 608 6 137;
609 137 164; 610 15 157; 611 157 173; 701 16 7; 702 30 26; 703 34 30;
704 34 39; 705 44 39; 706 49 44; 707 174 165; 708 7 26; 709 26 165; 710 16 49;
711 49 174; 801 17 8; 802 142 138; 803 146 142; 804 150 146; 805 154 150;
806 158 154; 807 175 166; 808 8 87; 809 87 138; 810 138 166; 811 17 103;
812 103 158; 813 158 175; 901 18 9; 902 27 31; 903 31 35; 904 35 183;
905 183 50; 906 181 63; 907 64 63; 908 64 184; 909 184 182; 910 176 167;
911 9 27; 912 27 181; 913 181 167; 914 183 184; 915 18 50; 916 50 182;
917 182 176; 1001 19 10; 1002 20 13; 1003 21 15; 1004 22 18; 1005 177 168;
1006 178 171; 1007 179 173; 1008 180 176; 1301 36 57; 1302 41 60; 1303 57 70;
1304 60 78; 1305 70 93; 1306 78 108; 1307 93 116; 1308 108 132; 1309 116 129;
1310 123 139; 1311 126 143; 1312 129 147; 1313 132 151; 1314 126 113;
1315 123 105; 1316 113 90; 1317 105 75; 1318 90 67; 1319 75 51; 1320 67 54;
1321 28 51; 1322 32 54; 1323 37 58; 1324 42 61; 1325 58 71; 1326 61 79;
1327 71 94; 1328 79 109; 1329 94 117; 1330 109 133; 1331 117 130;
1332 124 140; 1333 127 144; 1334 130 148; 1335 133 152; 1336 127 114;
1337 124 106; 1338 114 91; 1339 106 76; 1340 91 68; 1341 76 52; 1342 68 55;
1343 29 52; 1344 33 55; 1345 38 59; 1346 43 62; 1347 59 72; 1348 62 80;
1349 72 95; 1350 80 110; 1351 95 118; 1352 110 134; 1353 118 131;
1354 125 141; 1355 128 145; 1356 131 149; 1357 134 153; 1358 128 115;
1359 125 107; 1360 115 92; 1361 107 77; 1362 92 69; 1363 77 53; 1364 69 56;
1365 44 197; 1366 30 53; 1367 34 56; 1368 39 65; 1369 197 66; 1370 66 188;
1371 65 186; 1372 188 190; 1373 186 121; 1374 190 122; 1375 119 198;
1376 122 199; 1377 120 146; 1378 121 150; 1379 198 142; 1380 199 154;
1381 119 191; 1382 120 195; 1383 191 193; 1384 195 64; 1385 193 63;
1386 31 200; 1387 35 64; 1388 200 63; 1501 36 60; 1502 60 57; 1503 60 70;
1504 70 78; 1505 78 93; 1506 93 108; 1507 108 116; 1508 116 132; 1509 126 123;
1510 132 129; 1511 143 123; 1512 132 147; 1513 123 113; 1514 113 105;
1515 105 90; 1516 90 75; 1517 75 67; 1518 67 51; 1519 51 32; 1520 37 61;
1521 54 51; 1522 61 58; 1523 61 71; 1524 71 79; 1525 79 94; 1526 94 109;
1527 109 117; 1528 117 133; 1529 127 124; 1530 133 130; 1531 144 124;
1532 133 148; 1533 124 114; 1534 114 106; 1535 106 91; 1536 91 76; 1537 76 68;
1538 68 52; 1539 52 33; 1540 38 62; 1541 55 52; 1542 62 59; 1543 62 72;
1544 72 80; 1545 80 95; 1546 95 110; 1547 110 118; 1548 118 134; 1549 128 125;
1550 134 131; 1551 145 125; 1552 134 149; 1553 125 115; 1554 115 107;
1555 107 92; 1556 92 77; 1557 77 69; 1558 69 53; 1559 39 197; 1560 53 34;
1561 56 53; 1562 197 65; 1563 66 65; 1564 65 188; 1565 188 186; 1566 186 190;
1567 190 121; 1568 120 119; 1569 122 121; 1570 198 120; 1571 121 199;
1572 146 198; 1573 199 150; 1574 120 191; 1575 191 195; 1576 195 193;
1577 193 64; 1578 200 35; 1579 64 200;
*
**--------------------------------------------------------------------------**
*USE AISC STEEL SECTION
**--------------------------------------------------------------------------**
START USER TABLE
**--------------------------------------------------------------------------**
TABLE 1
UNIT METER KN
**--------------------------------------------------------------------------**
** AX : D : TW : WF : TF : IZ : IY : IX : AY : AZ **
**--------------------------------------------------------------------------**
*
*** ROLLED-H ***
WIDE FLANGE
H100X100
0.00219 0.1 0.006 0.1 0.008 3.83e-006 1.34e-006 5.42e-008 0.0006 0.0016
H125X125
0.003031 0.125 0.0065 0.125 0.009 8.47e-006 2.94e-006 8.68e-008 0.000813 -
0.00225
H150X150
0.004014 0.15 0.007 0.15 0.01 1.64e-005 5.63e-006 1.38e-007 0.00105 0.003
H200X100
0.002716 0.2 0.0055 0.1 0.008 1.84e-005 1.34e-006 5.89e-008 0.0011 0.0016
H200X200
0.006353 0.2 0.008 0.2 0.012 4.72e-005 1.6e-005 3.02e-007 0.0016 0.0048
H250X125
0.003766 0.25 0.006 0.125 0.009 4.05e-005 2.94e-006 9.8e-008 0.0015 0.00225
H250X250
0.009218 0.25 0.009 0.25 0.014 0.000108 3.65e-005 5.91e-007 0.00225 0.007
H300X150
0.004678 0.3 0.0065 0.15 0.009 7.21e-005 5.08e-006 1.27e-007 0.00195 0.0027
H310X305
0.01479 0.31 0.015 0.305 0.017 0.000254 8.05e-005 1.6e-006 0.00465 0.01037
H400X200
0.008412 0.4 0.008 0.2 0.013 0.000237 1.74e-005 4.21e-007 0.0032 0.0052
H406X403
0.02549 0.406 0.016 0.403 0.024 0.00078 0.000262 4.67e-006 0.006496 0.019344
H450X200
0.009676 0.45 0.009 0.2 0.014 0.000335 1.87e-005 5.71e-007 0.00405 0.0056
H500X200
0.01142 0.5 0.01 0.2 0.016 0.000478 2.14e-005 8.58e-007 0.005 0.0064
H600X200
0.01344 0.6 0.011 0.2 0.017 0.000776 2.28e-005 1.14e-006 0.0066 0.0068
H588X300
0.01925 0.588 0.012 0.3 0.02 0.00118 9.02e-005 2.37e-006 0.007056 0.012
H700X300
0.02355 0.7 0.013 0.3 0.024 0.00201 0.000108 3.75e-006 0.0091 0.0144
H800X300
0.02674 0.8 0.014 0.3 0.026 0.00292 0.000117 4.77e-006 0.0112 0.0156
H900X300
0.03098 0.9 0.016 0.3 0.028 0.00411 0.000126 6.28e-006 0.0144 0.0168
*** PLATE GIRDER ***
PG1000X300X15X20
0.0264 1 0.015 0.3 0.02 0.00398752 9.027e-005 2.6572e-006 0.015 0.012
PG1000X350X15X20
0.0284 1 0.015 0.35 0.02 0.00446779 0.00014319 2.9239e-006 0.015 0.014
PG1000X400X15X25
0.03425 1 0.015 0.4 0.025 0.00582589 0.00026693 5.1423e-006 0.015 0.02
PG1000X450X15X25
0.03675 1 0.015 0.45 0.025 0.00642016 0.00037995 5.6632e-006 0.015 0.0225
PG1000X500X15X30
0.0441 1 0.015 0.5 0.03 0.00809723 0.00062526 9.8206e-006 0.015 0.03
PG1250X400X20X25
0.044 1.25 0.02 0.4 0.025 0.0103842 0.00026747 7.3265e-006 0.025 0.02
PG1250X450X20X25
0.0465 1.25 0.02 0.45 0.025 0.0113222 0.00038049 7.8474e-006 0.025 0.0225
PG1250X500X20X30
0.0538 1.25 0.02 0.5 0.03 0.0139738 0.00062579 1.20113e-005 0.025 0.03
PG1250X550X20X35
0.0621 1.25 0.02 0.55 0.035 0.016951 0.00097131 1.8485e-005 0.025 0.0385
PG1250X600X20X35
0.0656 1.25 0.02 0.6 0.035 0.018243 0.00126079 1.99142e-005 0.025 0.042
PG1500X500X25X30
0.066 1.5 0.025 0.5 0.03 0.0224298 0.00062688 1.64392e-005 0.0375 0.03
PG1500X550X25X35
0.07425 1.5 0.025 0.55 0.035 0.0267534 0.00097238 2.2919e-005 0.0375 0.0385
PG1500X600X25X35
0.07775 1.5 0.025 0.6 0.035 0.0286318 0.00126186 2.43482e-005 0.0375 0.042
PG1500X650X25X40
0.0875 1.5 0.025 0.65 0.04 0.0336829 0.00183268 3.4553e-005 0.0375 0.052
PG1500X700X25X40
0.0915 1.5 0.025 0.7 0.04 0.035815 0.00228852 3.66863e-005 0.0375 0.056
PG1750X600X30X35
0.0924 1.75 0.03 0.6 0.035 0.0427412 0.00126378 3.21879e-005 0.0525 0.042
PG1750X650X30X40
0.1021 1.75 0.03 0.65 0.04 0.0496639 0.00183459 4.23991e-005 0.0525 0.052
PG1750X700X30X40
0.1061 1.75 0.03 0.7 0.04 0.0525885 0.00229042 4.45325e-005 0.0525 0.056
PG2000X650X30X40
0.1096 2 0.03 0.65 0.04 0.0676425 0.00183515 4.46491e-005 0.06 0.052
PG2000X700X30X40
0.1136 2 0.03 0.7 0.04 0.0714846 0.00229099 4.67825e-005 0.06 0.056
PG2000X700X30X45
0.1203 2 0.03 0.7 0.045 0.0776272 0.0025768 5.88983e-005 0.06 0.063
PG2000X750X30X45
0.1248 2 0.03 0.75 0.045 0.0819277 0.00316836 6.19358e-005 0.06 0.0675
PG2000X800X30X45
0.1293 2 0.03 0.8 0.045 0.0862283 0.0038443 6.49733e-005 0.06 0.072
PG2000X850X35X50
0.1515 2 0.035 0.85 0.05 0.100826 0.0051245 9.68775e-005 0.07 0.085
*
**--------------------------------------------------------------------------**
TABLE 2
UNIT METER KN
**--------------------------------------------------------------------------**
** OD : ID : AY : AZ **
**--------------------------------------------------------------------------**
*
*** SEAMLESS PIPE ***
PIPE
PIP216.3X6.0
0.2163 0.2043 0.00396 0.00396
PIP323.8X9.53
0.3238 0.30474 0.00941 0.00941
PIP355.6X11.13
0.3556 0.33334 0.01204 0.01204
PIP406.4X12.7
0.4064 0.381 0.01571 0.01571
PIP457.2X12.7
0.4572 0.4318 0.01773 0.01773
PIP508.0X12.7
0.508 0.4826 0.01976 0.01976
PIP609.6X12.7
0.6096 0.5842 0.02382 0.02382
*
*** FABRICATED PIPE ***
PIP600X15A
0.6 0.57 0.02757 0.02757
PIP700X20A
0.7 0.66 0.04273 0.04273
PIP800X25A
0.8 0.75 0.06087 0.06087
PIP900X25A
0.9 0.85 0.06872 0.06872
PIP1000X25A
1 0.95 0.07658 0.07658
PIP1100X30A
1.1 1.04 0.10085 0.10085
PIP1200X30A
1.2 1.14 0.11027 0.11027
PIP1300X35A
1.3 1.23 0.13909 0.13909
PIP1400X35A
1.4 1.33 0.15009 0.15009
PIP1500X40A
1.5 1.42 0.18347 0.18347
PIP1600X40A
1.6 1.52 0.19604 0.19604
PIP1700X45A
1.7 1.61 0.23397 0.23397
PIP1800X45A
1.8 1.71 0.24811 0.24811
PIP1900X45A
1.9 1.81 0.26224 0.26224
PIP2000X50A
2 1.9 0.30631 0.30631
*
**--------------------------------------------------------------------------**
TABLE 3
UNIT CM KN
**--------------------------------------------------------------------------**
** AX : H  : TW : B :  TF : IX : IY  : J  : CZ :  AY :  AZ
**--------------------------------------------------------------------------**
*
CHANNEL
C100
11.92 10 0.5 5 0.75 189 26.9 1.37 1.55 5 7.5
C125
17.11 12.5 0.6 6.5 0.8 425 65.5 2.52 1.9 7.5 10.4
C150
23.71 15 0.65 7.5 1 864 122 4.85 2.28 9.75 15
C180
27.2 18 0.7 7.5 1.05 1380 137 6.04 2.13 12.6 15.75
C200
31.33 20 0.75 8 1.1 1950 177 7.74 2.21 15 17.6
*
**--------------------------------------------------------------------------**
TABLE 4
UNIT MMS KN
**--------------------------------------------------------------------------**
** AX : H  : TW : B :  TF : IX : IY  : J  : CZ :  AY :  AZ
**--------------------------------------------------------------------------**
*
CHANNEL
C200
3217.89 200 8.5 75 11.5 1.90603e+007 1.47812e+006 91309 8.89927e+009 1700 1725
C260
4827.33 260 10 90 14 4.81291e+007 3.17383e+006 196641 3.26265e+010 2600 2520
C300
5907.81 300 10 100 16 8.08671e+007 5.16535e+006 263805 6.83082e+010 3000 3200
*
**--------------------------------------------------------------------------**
TABLE 5
UNIT CM KN
**--------------------------------------------------------------------------**
** A  :  B :  TF :  R  : AY : AZ
**--------------------------------------------------------------------------**
*
ANGLE
L65
6.5 6.5 0.6 1.27 3.9 3.9
L75
7.5 7.5 0.6 1.48 4.5 4.5
L90
9 9 0.9 1.76 8 8
L100
10 10 1 1.95 9.9 9.9
*
END
*
******************************************************************************
********************** MEMBERS AND CONNECTION CONDITION **********************
******************************************************************************
START GROUP DEFINITION
MEMBER
*====== COLUMN ====*
_MCOLUMN 1 TO 32
*
*======  BRACE  ====*
_VBRACE 51 TO 76
_STIFFENER 1501 TO 1579
*
*======   BEAM  ====*
_BEAM-MAIN_P 101 105 TO 109
_BEAM-MAIN_SUPPORT 102 TO 104
_BEAM-UP1_P 201 207 TO 211
_BEAM-UP1_SUPPORT 202 TO 206
_BEAM-UP2_P 301 307 TO 313
_BEAM-UP2_SUPPORT 302 TO 306
_BEAM-UP3_P 401 407 TO 411
_BEAM-UP3_SUPPORT 402 TO 406
_BEAM-UP4_P 501 507 TO 511
_BEAM-UP4_SUPPORT 502 TO 506
_BEAM-UP5_P 601 607 TO 611
_BEAM-UP5_SUPPORT 602 TO 606
_BEAM-UP6_P 701 707 TO 711
_BEAM-UP6_SUPPORT 702 TO 706
_BEAM-UP7_P 801 807 TO 813
_BEAM-UP7_SUPPORT 802 TO 806
_BEAM-UP8_P 901 910 TO 913 915 TO 917
_BEAM-UP8_SUPPORT 902 TO 909 914
**
_STRINGER 1301 TO 1388
_SUPPB 101 105 TO 109 401 407 TO 411 601 607 TO 611 901 910 TO 913 -
915 TO 917 1001 TO 1008
*
******GROUPS FOR DESIGN******
_MAINB 102 TO 104 201 TO 211 301 TO 313 402 TO 406 501 TO 511 602 TO 606 -
701 TO 711 801 TO 813 902 TO 909 914
_BEAM 101 TO 109 201 TO 211 301 TO 313 401 TO 411 501 TO 511 601 TO 611 701 -
702 TO 711 801 TO 813 901 TO 917 1301 TO 1388
_DESIGN 1 TO 32 51 TO 76 101 TO 109 201 TO 211 301 TO 313 401 TO 411 501 -
502 TO 511 601 TO 611 701 TO 711 801 TO 813 901 TO 917 1301 TO 1388 1501 -
1502 TO 1579
*
******GROUPS FOR Wind Load******
_WL_CYL 51 TO 76
_WL_NON-CYL 1 TO 32 101 105 TO 109 201 207 TO 211 301 307 TO 313 401 407 -
408 TO 411 501 507 TO 511 601 607 TO 611 701 707 TO 711 801 807 TO 813 901 -
910 TO 913 915 TO 917 1303 TO 1309 1314 TO 1320 1325 TO 1331 1336 TO 1342 -
1347 TO 1353 1358 TO 1364 1370 TO 1374 1381 TO 1385 1501 TO 1579
*
END GROUP DEFINITION
*
**++++++++++++++++++++++++++++ MEMBER PROPERTY ++++++++++++++++++++++++++++**
UNIT METER KN
MEMBER PROPERTY AMERICAN
*====== COLUMN ====*
_MCOLUMN UPTABLE 1 H200X200
*
*======  BRACE  ====*
_VBRACE UPTABLE 2 PIP216.3X6.0
_STIFFENER UPTABLE 5 L65
*
*======   BEAM  ====*
_MAINB UPTABLE 1 H300X150
**
_STRINGER UPTABLE 4 C260
_SUPPB UPTABLE 1 H400X200
*
**+++++++++++++++++++++++++++++++ MATERIALS ++++++++++++++++++++++++++++++++**
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
DENSITY 77
POISSON 0.3
ALPHA 1.2e-005
*
*Equipment (RIGID)
ISOTROPIC RIGID
E 1e+010
DENSITY 0
POISSON 0.3
*
END DEFINE MATERIAL
*
**++++++++++++++++++++++++++++ MEMBER INACTIVE +++++++++++++++++++++++++++++**
*INACTIVE MEMBER 9001 TO 9004
*
**++++++++++++++++++++++++++++ MEMBER RELEASE ++++++++++++++++++++++++++++++**
MEMBER RELEASE
914 1301 1302 1321 TO 1324 1343 TO 1346 1365 TO 1368 1386 1387 START MY MZ
914 1310 TO 1313 1332 TO 1335 1354 TO 1357 1377 TO 1380 END MY MZ
*
**++++++++++++++++++++++++++++ MEMBER OFFSET +++++++++++++++++++++++++++++++**
*MEMBER OFFSET
*## START 0 2.499 0
*
**+++++++++++++++++++++++++++++++ MEMBER TRUSS +++++++++++++++++++++++++++++**
*_VBRACE
MEMBER TRUSS 
_STIFFENER
*
**+++++++++++++++++++++++++++++++ CONSTANTS ++++++++++++++++++++++++++++++++**
CONSTANTS
MATERIAL STEEL ALL
*
BETA 90 MEMB 1 TO 32
*
**++++++++++++++++++++++++++++++++ SUPPORTS ++++++++++++++++++++++++++++++++**
SUPPORTS
19 TO 22 177 TO 180 FIXED
*
******************************************************************************
********************************* L  O  A  D *********************************
******************************************************************************
*****Definition of Wind Load*****
DEFINE WIND LOAD
*(TYPE-1 INPLACE_200RP) for Cylindrical Equipment and Structure
TYPE 1
INT 0.316 0.333 0.347 0.359 0.369 0.378 0.387 0.394 0.401 0.408 0.413 0.419 -
HEIG  7.5  17.5  27.5  37.5  47.5  57.5  67.5  77.5  87.5  97.5  107.5  117.5
*
*(TYPE-2 INPLACE_200RP) for Structure Beams (non Cylindrical)
TYPE 2
INT 0.728 0.768 0.801 0.828 0.852 0.873 0.892 0.91 0.926 0.94 0.954 0.967 HEIG -
 7.5  17.5  27.5  37.5  47.5  57.5  67.5  77.5  87.5  97.5  107.5  117.5
*
*(TYPE-1 TOWING_10RP) for Cylindrical Equipment and Structure
TYPE 3
INT 0.149 0.156 0.162 0.167 0.172 0.175 0.179 0.182 0.185 0.187 0.19 0.192 -
HEIG  7.5  17.5  27.5  37.5  47.5  57.5  67.5  77.5  87.5  97.5  107.5  117.5
*
*(TYPE-2 TOWING_10RP) for Structure Beams (non Cylindrical)
TYPE 4
INT 0.344 0.361 0.374 0.386 0.396 0.405 0.413 0.42 0.426 0.433 0.438 0.444 -
HEIG  7.5  17.5  27.5  37.5  47.5  57.5  67.5  77.5  87.5  97.5  107.5  117.5
*
**++++++++++++++++++++++++++++++ FIREPROOFING ++++++++++++++++++++++++++++++**
*Member FireProofing
*## F/P CFP THICK 0.01M WEIGHT 13KN/M3
*_BEAM FIRE CFP THICK 0.01 DENSITY 13
*
******************************************************************************
********************************* L  O  A  D *********************************
******************************************************************************
*
**++++++++++++++++++++++++++++++ LOAD COMPONENT ++++++++++++++++++++++++++++**
* No contigency should be applied in Load Case
* Contigency should be applied at LOAD COMBINATION.
*----------------------------------------------------------------------------*
LOAD 1 LOADTYPE Dead  TITLE SELF WEIGHT
*----------------------------------------------------------------------------*
SELFWEIGHT Y -1.2 
*F/P for Tube section to be considered separately
*UNI Load to be modified to comply with Tubular OD
*MEMBER LOAD
*** Fireproofing ***
*_MCOLUMN UNI GY -0.784
*_VBRACE UNI GY -0.392
*
*----------------------------------------------------------------------------*
LOAD 2 LOADTYPE Dead  TITLE GRATING
*----------------------------------------------------------------------------*
*Floor Grating = 59.312 kg/m2 = 0.581693 kN/m2
*Floor Grating 1 = 0.581693*0.79 = 0.459538 kN/m
*Floor Grating 2 = 0.581693*0.6 = 0.349016 kN/m
**
*Grating Load for Stair = 86.435 kg/mH = 0.847698 kN/mH
*Grating Load Total = 0.847698*4/6.2482 = 0.542683 kN/m
*Grating Load each side = 0.542683/2 = 0.271342 kN/m
MEMBER LOAD
1303 TO 1309 1314 TO 1320 1325 TO 1331 1336 TO 1342 1347 TO 1353 -
1358 TO 1364 1370 TO 1374 1381 TO 1385 UNI GY -0.271342
**
1301 1310 1313 1321 1324 1332 1335 1343 1346 1354 1357 1365 1366 1369 1375 -
1376 1379 1380 1386 1388 UNI GY -0.349016
1311 1312 1322 1323 1333 1334 1344 1345 1355 1356 1367 1368 1377 -
1378 UNI GY -0.459538
**
*Floor Grating 3 = 0.581693*0.94 = 0.546791 kN/m
1302 UNI GY -0.546791
*Floor Grating 4a = 0.581693*1.08 = 0.628228 kN/m
1387 UNI GY -0.628228
*Floor Grating 4b = 0.581693*0.96 = 0.558425 kN/m
914 UNI GY -0.558425
*Floor Grating 5 = 0.581693*0.48 = 0.279213 kN/m
916 UNI GY -0.279213
*JOINT LOAD
*25 FX 10
*
*----------------------------------------------------------------------------*
LOAD 3 LOADTYPE Dead  TITLE HANDRAIL
*----------------------------------------------------------------------------*
*Floor Handrail = 24.056 kg/m = 0.235926 kN/m
**
*Handrail Load for Stair = 47.712 kg/mH = 0.467928 kN/mH
*Handrail Load Total = 0.467928*4/6.2482 = 0.29956
*Handrail Load each side = 0.29956/2 = 0.14978 kN/m
MEMBER LOAD
1303 TO 1309 1314 TO 1320 1325 TO 1331 1336 TO 1342 1347 TO 1353 -
1358 TO 1364 1370 TO 1374 1381 TO 1385 UNI GY -0.14978
**
203 TO 205 303 TO 305 403 TO 406 503 TO 505 603 TO 606 703 TO 705 -
803 TO 805 1301 1310 1313 1321 1324 1332 1343 1346 1354 1365 1366 1369 1375 -
1376 1379 1380 1386 1388 UNI GY -0.235926
*
103 104 903 TO 905 908 909 UNI GY -0.235926
*
*----------------------------------------------------------------------------*
LOAD 4 LOADTYPE Live  TITLE LIVE LOADS
*----------------------------------------------------------------------------*
*Live Load = 5 kN/m2
*Live Load 1 = 5*(1.2/2) = 3 kN
*Live Load 2a = 5*0.79 = 3.95 kN
*Live Load 2b = 5*0.6 = 3 kN
MEMBER LOAD
1303 TO 1309 1314 TO 1320 1325 TO 1331 1336 TO 1342 1347 TO 1353 -
1358 TO 1364 1370 TO 1374 1381 TO 1385 UNI GY -3
**
1301 1310 1313 1321 1324 1332 1335 1343 1346 1354 1357 1365 1366 1369 1375 -
1376 1379 1380 1386 1388 UNI GY -3
1311 1312 1322 1323 1333 1334 1344 1345 1355 1356 1367 1368 1377 -
1378 UNI GY -3.95
**
*Live Load 2c = 5*0.94 = 4.7 kN
1302 UNI GY -4.7
*Live Load 2da = 5*1.08 = 5.4 kN
1387 UNI GY -5.4
*Live Load 2db = 5*0.96 = 4.8 kN
914 UNI GY -4.8
*Live Load 2e = 5*0.48 = 2.4 kN
916 UNI GY -2.4
*
**+++++++++++++++++++++++++++++++ WIND LOAD ++++++++++++++++++++++++++++++++**
*******Generation of Wind Load*******
*INPLACE_200RP
*----------------------------------------------------------------------------*
LOAD 10 LOADTYPE Wind  TITLE INPLACE WIND LOAD DIRECTION +X
*----------------------------------------------------------------------------*
*Wind load on structure:
WIND LOAD X 1 TYPE 1 OPEN MEMB _WL_CYL
WIND LOAD X 1 TYPE 2 OPEN MEMB _WL_NON-CYL
*WIND LOAD X 1 TYPE 2 OPEN MEMB _WL_MAIN
*
*----------------------------------------------------------------------------*
LOAD 11 LOADTYPE Wind  TITLE INPLACE WIND LOAD DIRECTION +Z
*----------------------------------------------------------------------------*
*Wind load on structure:
WIND LOAD Z 1 TYPE 1 OPEN MEMB _WL_CYL
WIND LOAD Z 1 TYPE 2 OPEN MEMB _WL_NON-CYL
*WIND LOAD Z 1 TYPE 2 OPEN MEMB _WL_MAIN
*
*TOWING_10RP
*----------------------------------------------------------------------------*
LOAD 12 LOADTYPE Wind  TITLE TOWING WIND LOAD DIRECTION +X
*----------------------------------------------------------------------------*
*Wind load on structure:
WIND LOAD X 1 TYPE 3 OPEN MEMB _WL_CYL
WIND LOAD X 1 TYPE 4 OPEN MEMB _WL_NON-CYL
*WIND LOAD X 1 TYPE 4 OPEN MEMB _WL_MAIN
*
*----------------------------------------------------------------------------*
LOAD 13 LOADTYPE Wind  TITLE TOWING WIND LOAD DIRECTION +Z
*----------------------------------------------------------------------------*
*Wind load on structure:
WIND LOAD Z 1 TYPE 3 OPEN MEMB _WL_CYL
WIND LOAD Z 1 TYPE 4 OPEN MEMB _WL_NON-CYL
*WIND LOAD Z 1 TYPE 4 OPEN MEMB _WL_MAIN
*
**++++++++++++++++++++++++++++++ Acceleration ++++++++++++++++++++++++++++++**
*Acceleration(X,Y,Z)
*OPERATING_200RP (EL+50m)  (AX)0.13G (AZ)0.23G (AY)0.23G
*TOWING_10RP (EL+50m)  (AX)0.07G (AZ)0.12G (AY)0.11G
******************************************************************************
*******INPLACE (200RP)*******
*----------------------------------------------------------------------------*
LOAD 20 LOADTYPE None  TITLE INPLACE ACCELERATION LOAD(+X)
*----------------------------------------------------------------------------*
NOTIONAL LOAD
1 X 0.13 2 X 0.13 3 X 0.13 4 X 0.13 
*
*----------------------------------------------------------------------------*
LOAD 21 LOADTYPE None  TITLE INPLACE ACCELERATION LOAD (+Z)
*----------------------------------------------------------------------------*
NOTIONAL LOAD
1 Z 0.23 2 Z 0.23 3 Z 0.23 4 Z 0.23 
*
*----------------------------------------------------------------------------*
LOAD 22 LOADTYPE None  TITLE INPLACE ACCELERATION LOAD (+Y)
*----------------------------------------------------------------------------*
REPEAT LOAD
1 0.23 2 0.23 3 0.23 4 0.23 
*
*******TOWING (10RP)*******
*----------------------------------------------------------------------------*
LOAD 23 LOADTYPE None  TITLE TOWING ACCELERATION LOAD(+X)
*----------------------------------------------------------------------------*
NOTIONAL LOAD
1 X 0.07 2 X 0.07 3 X 0.07 
*
*----------------------------------------------------------------------------*
LOAD 24 LOADTYPE None  TITLE TOWING ACCELERATION LOAD(+Z)
*----------------------------------------------------------------------------*
NOTIONAL LOAD
1 Z 0.12 2 Z 0.12 3 Z 0.12 
*
*----------------------------------------------------------------------------*
LOAD 25 LOADTYPE None  TITLE TOWING ACCELERATION LOAD (+Y)
*----------------------------------------------------------------------------*
REPEAT LOAD
1 0.11 2 0.11 3 0.11 
*
PERFORM ANALYSIS
CHANGE
*
******************************************************************************
****************************** LOAD COMBINATION ******************************
******************************************************************************
*
LOAD 100
REPEAT LOAD
1 1.0 2 1.0 3 1.0 
*
LOAD COMBINATION 101
1 1.0 2 1.0 3 1.0 4 1.0 
LOAD COMBINATION 102
1 1.0 2 1.0 3 1.0 4 1.0 10 1.0 11 1.0 
LOAD COMBINATION 103
1 1.0 2 1.0 3 1.0 4 1.0 12 1.0 13 1.0 
LOAD COMBINATION 104
1 1.0 2 1.0 3 1.0 4 1.0 12 1.0 13 1.0 
LOAD COMBINATION 105
1 1.0 2 1.0 3 1.0 4 1.0 20 1.0 21 1.0 22 1.0 
LOAD COMBINATION 106
1 1.0 2 1.0 3 1.0 4 1.0 23 1.0 24 1.0 25 1.0 
**
**++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++**
PERFORM ANALYSIS
*
******************************************************************************
***************************** STEEL MEMBER DESIGN ****************************
******************************************************************************
*
**+++++++++++++++++++++++++++++++ PARAMETER ++++++++++++++++++++++++++++++++**
PARAMETER 1
CODE AISC UNIFIED 2010
METHOD ASD
**--------------------------------------------------------------------------**
BEAM 1 ALL
*TRACK 0 ALL
*RATIO 1 ALL
*CB 0 ALL
*STP 1 ALL
*TORSION 1 ALL
*
**--------------------------------------------------------------------------**
*** Secondary Steel ***
FYLD 345000 MEMB _MCOLUMN
FYLD 345000 MEMB _VBRACE
FYLD 345000 MEMB _MAINB
FYLD 345000 MEMB _SUPPB
*
*** Tertiary Steel ***
FYLD 235000 MEMB _STIFFENER
FYLD 235000 MEMB _STRINGER
*
**++++++++++++++++++++++++++++ SLENDERNESS RATIO +++++++++++++++++++++++++++**
MAIN 200 MEMB _DESIGN
*DFF 200 ALL
*
**++++++++++++++++++++++++++++ UNSUPPORTED LENGTH ++++++++++++++++++++++++++**
*** COLUMN ***
*LZ 30 MEMB 1 TO 32
LZ 12 MEMB 1 TO 3 9 TO 11 17 TO 19 25 TO 27
LZ 8 MEMB 4 5 12 13 20 21 28 29
LZ 10 MEMB 6 TO 8 14 TO 16 22 TO 24 30 TO 32
*
*LY 8 MEMB 1 TO 32
*UNT 8 MEMB 1 TO 32
*UNB 8 MEMB 1 TO 32
**
*** BEAM ***
*LY 0.32 MEMB _STRINGER
*UNT 0.32 MEMB _STRINGER
*UNB 0.32 MEMB _STRINGER
*
LZ 9 MEMB 106 TO 109 208 TO 211 408 TO 411 508 TO 511 608 TO 611 708 TO 711 -
911 TO 917
LZ 4.5 MEMB 308 309 311 312 809 810 812 813
*
LZ 3.46 MEMB 102 TO 104 202 TO 206 302 TO 306 402 TO 406 502 TO 506 -
602 TO 606 702 TO 706 802 TO 806 902 TO 909
*** Stringer ***
LZ 6.2482 MEMB 1303 TO 1309 1314 TO 1320 1325 TO 1331 1336 TO 1342 -
1347 TO 1353 1358 TO 1364
LZ 4.68615 MEMB 1370 TO 1374 1381 TO 1385
LZ 2.1 MEMB 1365 1369 1375 1376 1379 1380 1386 1388
*******
DJ1 1 MEMB 106 107
DJ2 159 MEMB 106 107
DJ1 10 MEMB 108 109
DJ2 168 MEMB 108 109
DJ1 2 MEMB 208 209
DJ2 160 MEMB 208 209
DJ1 11 MEMB 210 211
DJ2 169 MEMB 210 211
DJ1 3 MEMB 308 309
DJ2 82 MEMB 308 309
DJ1 12 MEMB 311 312
DJ2 98 MEMB 311 312
DJ1 4 MEMB 408 409
DJ2 162 MEMB 408 409
DJ1 13 MEMB 410 411
DJ2 171 MEMB 410 411
DJ1 5 MEMB 508 509
DJ2 163 MEMB 508 509
DJ1 14 MEMB 510 511
DJ2 172 MEMB 510 511
DJ1 6 MEMB 608 609
DJ2 164 MEMB 608 609
DJ1 15 MEMB 610 611
DJ2 173 MEMB 610 611
DJ1 7 MEMB 708 709
DJ2 165 MEMB 708 709
DJ1 16 MEMB 710 711
DJ2 174 MEMB 710 711
DJ1 87 MEMB 809 810
DJ2 166 MEMB 809 810
DJ1 103 MEMB 812 813
DJ2 175 MEMB 812 813
DJ1 9 MEMB 911 TO 913
DJ2 167 MEMB 911 TO 913
DJ1 18 MEMB 915 TO 917
DJ2 176 MEMB 915 TO 917
*
DJ1 23 MEMB 102 TO 104
DJ2 46 MEMB 102 TO 104
DJ1 135 MEMB 202 TO 206
DJ2 155 MEMB 202 TO 206
DJ1 24 MEMB 302 TO 306
DJ2 47 MEMB 302 TO 306
DJ1 136 MEMB 402 TO 406
DJ2 156 MEMB 402 TO 406
DJ1 25 MEMB 502 TO 506
DJ2 48 MEMB 502 TO 506
DJ1 137 MEMB 602 TO 606
DJ2 157 MEMB 602 TO 606
DJ1 26 MEMB 702 TO 706
DJ2 49 MEMB 702 TO 706
DJ1 138 MEMB 802 TO 806
DJ2 158 MEMB 802 TO 806
DJ1 27 MEMB 902 TO 905
DJ2 50 MEMB 902 TO 905
DJ1 181 MEMB 906 TO 909
DJ2 182 MEMB 906 TO 909
*** Stringer ***
DJ1 57 MEMB 1303 1305 1307 1309
DJ2 129 MEMB 1303 1305 1307 1309
DJ1 60 MEMB 1304 1306 1308
DJ2 132 MEMB 1304 1306 1308
DJ1 51 MEMB 1315 1317 1319
DJ2 123 MEMB 1315 1317 1319
DJ1 54 MEMB 1314 1316 1318 1320
DJ2 126 MEMB 1314 1316 1318 1320
DJ1 58 MEMB 1325 1327 1329 1331
DJ2 130 MEMB 1325 1327 1329 1331
DJ1 61 MEMB 1326 1328 1330
DJ2 133 MEMB 1326 1328 1330
DJ1 52 MEMB 1337 1339 1341
DJ2 124 MEMB 1337 1339 1341
DJ1 55 MEMB 1336 1338 1340 1342
DJ2 127 MEMB 1336 1338 1340 1342
DJ1 59 MEMB 1347 1349 1351 1353
DJ2 131 MEMB 1347 1349 1351 1353
DJ1 62 MEMB 1348 1350 1352
DJ2 134 MEMB 1348 1350 1352
DJ1 53 MEMB 1359 1361 1363
DJ2 125 MEMB 1359 1361 1363
DJ1 56 MEMB 1358 1360 1362 1364
DJ2 128 MEMB 1358 1360 1362 1364
DJ1 65 MEMB 1371 1373
DJ2 121 MEMB 1371 1373
DJ1 66 MEMB 1370 1372 1374
DJ2 122 MEMB 1370 1372 1374
DJ1 63 MEMB 1381 1383 1385
DJ2 119 MEMB 1381 1383 1385
DJ1 64 MEMB 1382 1384
DJ2 120 MEMB 1382 1384
DJ1 44 MEMB 1365 1369
DJ2 66 MEMB 1365 1369
DJ1 119 MEMB 1375 1379
DJ2 142 MEMB 1375 1379
DJ1 122 MEMB 1376 1380
DJ2 154 MEMB 1376 1380
DJ1 31 MEMB 1386 1388
DJ2 63 MEMB 1386 1388
*LOAD LIST 101 TO 106
*CHECK CODE ALL
*FINISH
*
******************************** MEMBER CHECK ********************************
*CODE AISC UNIFIED 2010
*METHOD ASD
PARAMETER 2
CODE AISC UNIFIED 2010
METHOD ASD
TRACK 2 ALL
MAIN 1 ALL
RATIO 1 ALL
*LOAD LIST 1 TO 106
LOAD LIST 101
CHECK CODE MEMB 410
FINISH
*
******************************************************************************
*********************** DEFLECTION AND DRIFT LIMIT CHECK *********************
******************************************************************************
*
****************************** DEFLECTION CHECK ******************************
*----------------------------------- BEAM -----------------------------------*
*CODE AISC UNIFIED 2010
*METHOD ASD
*PARAMETER 3
*CODE AISC UNIFIED 2005
*TRACK 2 ALL
*OVR 1 ALL
*****For Beam Check*****
** DFF 200 For Beam and Girder
** DFF XXX For Beam/Girder Supporting Rotating Eqp. (to be confirmed with vendor)
** DFF 100 For Cantilever Beam
** DFF 222 For Plating with supporting joist
** DFF 340 for Walkway/platform
*************************
*DFF 200 MEMB _BEAM
**
**OPERATING_200RP
*LOAD LIST 101 TO 106
*CHECK CODE MEMB _BEAM
**FINISH
**
****************************** DRIFT LIMIT CHECK ******************************
**---------------------------------- COLUMN ----------------------------------*
**CODE AISC UNIFIED 2010
**METHOD ASD
*****For Column Check******
** DFF 333 For Column between floor Check
****************************
*PARAMETER 4
*CODE AISC UNIFIED 2005
*DFF 333 MEMB _MCOLUMN
**
**OPERATING_200RP
*LOAD LIST 101 TO 106
*CHECK CODE MEMB _MCOLUMN
**PRINT STORY DRIFT
**FINISH
**
*PARAMETER 5
*CODE AISC UNIFIED 2010
*METHOD ASD
*****For Column Check******
** DFF 500 For Total Height of Column Check
****************************
*DFF 500 MEMB _MCOLUMN
**
*DJ1 1 MEMB 1 TO 8
*DJ2 3 MEMB 1 TO 8
*DJ1 10 MEMB 9 TO 16
*DJ2 12 MEMB 9 TO 16
*DJ1 159 MEMB 17 TO 24
*DJ2 161 MEMB 17 TO 24
*DJ1 168 MEMB 25 TO 32
*DJ2 170 MEMB 25 TO 32
**
**OPERATING_200RP
*LOAD LIST 101 TO 106
*CHECK CODE MEMB _MCOLUMN
**PRINT STORY DRIFT
**FINISH
**
*******************************************************************************
*STEEL TAKE OFF _DESIGN
**
*FINISH
