STAAD SPACE FRAME ANALYSIS
START JOB INFORMATION
ENGINEER DATE 31-Dec-06
END JOB INFORMATION
* TRIAL FILE FOR MTO
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*         STAAD.Pro Generated Comment         *
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*1 -5.0 0.0 -5.0 5 -3.0 10.0 -3.0
*6 5.0 0.0 -5.0 10 3.0 10.0 -3.0
*11 -5.0 0.0 5.0 15 -3.0 10.0 3.0
*16 5.0 0.0 5.0 20 3.0 10.0 3.0
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UNIT METER KN
JOINT COORDINATES
1 -5 0 -5; 2 -4.5 2.5 -4.5; 3 -4 5 -4; 4 -3.5 7.5 -3.5; 5 -3 10 -3;
6 5 0 -5; 7 4.5 2.5 -4.5; 8 4 5 -4; 9 3.5 7.5 -3.5; 10 3 10 -3;
11 -5 0 5; 12 -4.5 2.5 4.5; 13 -4 5 4; 14 -3.5 7.5 3.5; 15 -3 10 3;
16 5 0 5; 17 4.5 2.5 4.5; 18 4 5 4; 19 3.5 7.5 3.5; 20 3 10 3;
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*         STAAD.Pro Generated Comment         *
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*1 1 2 4
*11 6 7 14
*21 11 12 24
*31 16 17 34
*REPEAT ALL 0 0 0
*REPEAT ALL 3 10 1
*REPEAT ALL 3 10 1
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MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 4 5; 11 6 7; 12 7 8; 13 8 9; 14 9 10; 21 11 12;
22 12 13; 23 13 14; 24 14 15; 31 16 17; 32 17 18; 33 18 19; 34 19 20;
101 2 7; 102 7 17; 103 17 12; 104 12 2; 111 3 8; 112 8 18; 113 18 13;
114 13 3; 121 4 9; 122 9 19; 123 19 14; 124 14 4; 131 5 10; 132 10 20;
133 20 15; 134 15 5; 201 1 7; 202 6 17; 203 16 12; 204 11 2; 211 2 8;
212 7 18; 213 17 13; 214 12 3; 221 3 9; 222 8 19; 223 18 14; 224 13 4;
231 4 10; 232 9 20; 233 19 15; 234 14 5;
*START GROUP DEFINITION
*MEMBER
*_INC-1 1 TO 4
*_INC-2 21 TO 24
*_INC-3 11 TO 14
*_INC-4 31 TO 34
*END GROUP DEFINITION
* inclined COLUMNS
* beams
* diagonals
DEFINE MATERIAL START
ISOTROPIC MATERIAL1
E 2e+08
POISSON 0.3
DENSITY 78.5
ISOTROPIC STEEL
E 1.99947e+08
POISSON 0.3
DENSITY 76.8191
ALPHA 6.5e-06
DAMP 0.03
TYPE STEEL
STRENGTH RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
* COLUMNS
1 TO 4 11 TO 14 21 TO 24 31 TO 34 TABLE ST ISMB200
* beams
101 TO 104 111 TO 114 121 TO 124 131 TO 134 TABLE ST ISMB150
* diagonals
201 TO 204 211 TO 214 221 TO 224 231 TO 234 TABLE ST ISMC150
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
1 6 11 16 FIXED
LOAD 1 (DL)
SELFWEIGHT Y -1 
PERFORM ANALYSIS
*STEEL TAKE OFF ALL
FINISH
