STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 25-Jun-19
END JOB INFORMATION
***********************************************
*         STAAD.Pro Generated Comment         *
***********************************************
*REPEAT ALL 4 0 5.0 0
***********************************************
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 9 0 0; 3 0 0 6; 4 2 0 6; 5 4 0 6; 6 5 0 6; 7 7 0 6; 8 9 0 6;
9 0 0 12; 10 9 0 12; 11 0 5 0; 12 9 5 0; 13 0 5 6; 14 2 5 6; 15 4 5 6;
16 5 5 6; 17 7 5 6; 18 9 5 6; 19 0 5 12; 20 9 5 12; 21 0 10 0;
22 9 10 0; 23 0 10 6; 24 2 10 6; 25 4 10 6; 26 5 10 6; 27 7 10 6;
28 9 10 6; 29 0 10 12; 30 9 10 12; 31 0 15 0; 32 9 15 0; 33 0 15 6;
34 2 15 6; 35 4 15 6; 36 5 15 6; 37 7 15 6; 38 9 15 6; 39 0 15 12;
40 9 15 12; 41 0 20 0; 42 9 20 0; 43 0 20 6; 44 2 20 6; 45 4 20 6;
46 5 20 6; 47 7 20 6; 48 9 20 6; 49 0 20 12; 50 9 20 12; 1001 0 -4 0;
1002 9 -4 0; 1004 2 -4 6; 1007 7 -4 6; 1009 0 -4 12; 1010 9 -4 12;
***********************************************
*        STAAD.Pro Generated Comment         *
***********************************************
*REPEAT ALL  0 0 0
*REPEAT ALL 3 100 10
*REPEAT ALL 4 100 10
************************************************
MEMBER INCIDENCES
1 1001 1; 2 1002 2; 4 1004 4; 7 1007 7; 9 1009 9; 10 1010 10; 101 1 11;
102 2 12; 104 4 14; 107 7 17; 109 9 19; 110 10 20; 201 11 21; 202 12 22;
204 14 24; 207 17 27; 209 19 29; 210 20 30; 301 21 31; 302 22 32;
304 24 34; 307 27 37; 309 29 39; 310 30 40; 401 31 41; 402 32 42;
404 34 44; 407 37 47; 409 39 49; 410 40 50; 1001 1 2; 1002 3 4;
1003 4 5; 1004 5 6; 1005 6 7; 1006 7 8; 1007 9 10; 1011 9 3; 1012 3 1;
1013 10 8; 1014 8 2; 1021 1 4; 1022 9 4; 1023 7 2; 1024 7 10;
1101 11 12; 1102 13 14; 1103 14 15; 1104 15 16; 1105 16 17; 1106 17 18;
1107 19 20; 1111 19 13; 1112 13 11; 1113 20 18; 1114 18 12; 1121 11 14;
1122 19 14; 1123 17 12; 1124 17 20; 1201 21 22; 1202 23 24; 1203 24 25;
1204 25 26; 1205 26 27; 1206 27 28; 1207 29 30; 1211 29 23; 1212 23 21;
1213 30 28; 1214 28 22; 1221 21 24; 1222 29 24; 1223 27 22; 1224 27 30;
1301 31 32; 1302 33 34; 1303 34 35; 1304 35 36; 1305 36 37; 1306 37 38;
1307 39 40; 1311 39 33; 1312 33 31; 1313 40 38; 1314 38 32; 1321 31 34;
1322 39 34; 1323 37 32; 1324 37 40; 1401 41 42; 1402 43 44; 1403 44 45;
1404 45 46; 1405 46 47; 1406 47 48; 1407 49 50; 1411 49 43; 1412 43 41;
1413 50 48; 1414 48 42; 1421 41 44; 1422 49 44; 1423 47 42; 1424 47 50;
* COLUMNS
* BEAMS
*
*
DEFINE MATERIAL START
ISOTROPIC CONCRETE40
E 3.16227e+07
POISSON 0.17
DENSITY 25
ALPHA 1e-05
DAMP 0.05
ISOTROPIC DUMMYCONC
E 3.16227e+07
POISSON 0.17
DENSITY 0
ALPHA 1e-05
DAMP 0.05
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
* COLUMNS
1 101 201 301 401 PRIS YD 0.75 ZD 0.75
2 102 202 302 402 PRIS YD 0.75 ZD 0.75
4 104 204 304 404 PRIS YD 4.5 ZD 0.45
7 107 207 307 407 PRIS YD 4.5 ZD 0.45
9 109 209 309 409 PRIS YD 0.75 ZD 0.75
10 110 210 310 410 PRIS YD 0.75 ZD 0.75
* BEAMS
1001 1101 1201 1301 1401 PRIS YD 0.9 ZD 0.45
1002 1102 1202 1302 1402 PRIS YD 5 ZD 0.45
1003 1103 1203 1303 1403 PRIS YD 5 ZD 0.45
1004 1104 1204 1304 1404 PRIS YD 0.6 ZD 0.3
1005 1105 1205 1305 1405 PRIS YD 5 ZD 0.45
1006 1106 1206 1306 1406 PRIS YD 5 ZD 0.45
1007 1107 1207 1307 1407 PRIS YD 0.9 ZD 0.45
1011 1111 1211 1311 1411 PRIS YD 0.9 ZD 0.45
1012 1112 1212 1312 1412 PRIS YD 0.9 ZD 0.45
1013 1113 1213 1313 1413 PRIS YD 0.9 ZD 0.45
1014 1114 1214 1314 1414 PRIS YD 0.9 ZD 0.45
1021 1121 1221 1321 1421 PRIS YD 0.2 ZD 1.2
1022 1122 1222 1322 1422 PRIS YD 0.2 ZD 1.2
1023 1123 1223 1323 1423 PRIS YD 0.2 ZD 1.2
1024 1124 1224 1324 1424 PRIS YD 0.2 ZD 1.2
CONSTANTS
MATERIAL CONCRETE40 MEMB 1 2 4 7 9 10 101 102 104 107 109 110 201 202 -
204 207 209 210 301 302 304 307 309 310 401 402 404 407 409 410 1001 -
1004 1007 1011 TO 1014 1101 1104 1107 1111 TO 1114 1201 1204 1207 -
1211 TO 1214 1301 1304 1307 1311 TO 1314 1401 1404 1407 1411 TO 1414
MATERIAL DUMMYCONC MEMB 1002 1003 1005 1006 1021 TO 1024 1102 1103 -
1105 1106 1121 TO 1124 1202 1203 1205 1206 1221 TO 1224 1302 1303 -
1305 1306 1321 TO 1324 1402 1403 1405 1406 1421 TO 1424
MEMBER TRUSS 
1021 TO 1024 1121 TO 1124 1221 TO 1224 1321 TO 1324 1421 TO 1424
SUPPORTS
1001 1002 1004 1007 1009 1010 FIXED
LOAD 1 LOADTYPE Dead  TITLE LOAD CASE (TDL)
SELFWEIGHT Y -1 
FLOOR LOAD
YRANGE 4 21 FLOAD -1.5 XRANGE 0 9  ZRANGE 0 12  GY
MEMBER LOAD
1001 TO 1007 1011 TO 1014 UNI GY -15
1101 TO 1107 1111 TO 1114 UNI GY -15
1201 TO 1207 1211 TO 1214 UNI GY -15
1301 TO 1307 1311 TO 1314 UNI GY -15
1401 TO 1407 1411 TO 1414 UNI GY -15
1404 UNI GY -100
LOAD 2 LOADTYPE Dead  TITLE LOAD CASE (LL)
FLOOR LOAD
YRANGE 4 21 FLOAD -2 XRANGE 0 9  ZRANGE 0 12  GY
LOAD 3 LOADTYPE None  TITLE LOAD CASE (EQX)
JOINT LOAD
1 2 4 7 9 10 FX 25
11 12 14 17 19 20 FX 50
21 22 24 27 29 30 FX 75
31 32 34 37 39 40 FX 75
41 42 44 47 49 50 FX 75
LOAD 4 LOADTYPE None  TITLE LOAD CASE (EQZ)
JOINT LOAD
1 2 4 7 9 10 FZ 25
11 12 14 17 19 20 FZ 50
21 22 24 27 29 30 FZ 75
31 32 34 37 39 40 FZ 75
41 42 44 47 49 50 FZ 75
LOAD COMBINATION 11
1 1.0 2 1.0 3 1.0 
LOAD COMBINATION 12
1 1.0 2 1.0 4 1.0 
LOAD COMBINATION 13
1 1.0 2 1.0 
PERFORM ANALYSIS PRINT STATICS CHECK
FINISH
