STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 07-DEC-16
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 4.3 0; 3 6 4.3 0; 4 6 0 0; 5 12 4.3 0; 6 12 0 0; 7 1.2 4.3 0;
8 2.4 4.3 0; 9 3.6 4.3 0; 10 4.8 4.3 0; 11 7.2 4.3 0; 12 8.4 4.3 0;
13 9.6 4.3 0; 14 10.8 4.3 0;
MEMBER INCIDENCES
1 1 2; 2 2 7; 3 7 8; 4 8 9; 5 9 10; 6 10 3; 7 3 4; 8 3 11; 9 11 12; 10 12 13;
11 13 14; 12 14 5; 13 5 6;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 250000 FU 407800 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
1 7 13 TABLE ST ISMB250
2 TO 6 8 TO 12 TABLE ST ISMB200
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
1 4 6 FIXED
*2 8 START MX MY MZ
*6 12 END MX MY MZ
UNIT METER MTON
MEMBER OFFSET
2 8 START 0.125 0 0
6 12 END -0.125 0 0
LOAD 1 LOADTYPE Dead  TITLE LOAD CASE 1 - SELF WEIGHT
SELFWEIGHT Y -1 
JOINT LOAD
3 7 TO 14 FY -0.24
2 5 FY -0.12
2 3 5 7 TO 14 FY -0.065
LOAD 2 LOADTYPE Live  TITLE LOAD CASE 2 - LIVE LOAD
JOINT LOAD
3 7 TO 14 FY -0.64
2 5 FY -0.32
LOAD COMB 3 1.0 (DL + LL)
1 1.0 2 1.0 
PERFORM ANALYSIS
LOAD LIST 3
PARAMETER 1
CODE INDIAN
* THE BELOW MODIFICATION IS DONE TO CREATE THE LENGTH OF PHY MEM, KZ = L PHYical length/IND LENGTH
KZ 5.345 MEMB 2 6 8 12
KZ 4.792 MEMB 3 TO 5 9 TO 11
*TRACK 1 ALL
TRACK 2 ALL
CHECK CODE ALL
PARAMETER 2
CODE INDIAN
DFF 300 ALL
DJ1 2 MEMB 2 TO 6
DJ2 3 MEMB 2 TO 6
DJ1 3 MEMB 8 TO 12
DJ2 5 MEMB 8 TO 12
TRACK 2 ALL
CHECK CODE ALL
PRINT MEMBER FORCES
PRINT SECTION DISPL LIST 4 10
FINISH
