STAAD TRUSS
START JOB INFORMATION
ENGINEER DATE 01-Jan-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 1.66667 0 0; 3 3.33333 0 0; 4 5 0 0; 5 6.66667 0 0; 6 8.33333 0 0;
7 10 0 0; 8 1.66667 1.66667 0; 9 3.33333 3.33333 0; 10 5 5 0;
11 6.66667 3.33333 0; 12 8.33333 1.66667 0;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 6 7; 7 1 8; 8 8 9; 9 9 10; 10 10 11;
11 11 12; 12 12 7; 13 2 8; 14 3 9; 15 4 10; 16 5 11; 17 6 12; 18 3 8; 19 4 9;
20 4 11; 21 5 12;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
1 TO 12 TABLE ST I80012A50012
13 TO 21 TABLE ST ISMB100
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
1 7 PINNED
DEFINE SNOW LOAD
TYPE 1 PG 0 CE 0 CT 0 I 0
LOAD 1 LOADTYPE None  TITLE LOAD CASE 1
JOINT LOAD
10 FY -20
8 9 11 12 FY -10
PERFORM ANALYSIS
PARAMETER 1
CODE INDIAN
CHECK CODE ALL
PARAMETER 2
CODE INDIAN
STEEL MEMBER TAKE OFF LIST 1 TO 21
PARAMETER 3
CODE INDIAN
SELECT OPTIMIZED
PARAMETER 4
CODE INDIAN
STEEL TAKE OFF LIST 1 TO 21
PARAMETER 5
CODE INDIAN
SELECT ALL
PARAMETER 6
CODE INDIAN
CHECK CODE ALL
PARAMETER 7
CODE INDIAN
STEEL MEMBER TAKE OFF LIST 1 TO 21
PARAMETER 8
CODE INDIAN
SELECT ALL
PARAMETER 9
CODE INDIAN
SELECT OPTIMIZED
PARAMETER 10
CODE INDIAN
STEEL TAKE OFF LIST 1 TO 21
PERFORM ANALYSIS
FINISH
