STAAD SPACE
INPUT WIDTH 79
UNIT FEET KIP
JOINT COORDINATES
1 0 0 0; 2 2 0 0; 3 0 0 10; 4 2 0 10; 5 0 0 20; 6 2 0 20; 7 0 0 30; 8 2 0 30;
9 0 0 40; 10 2 0 40; 11 0 0 50; 12 2 0 50; 13 0 0 60; 14 2 0 60; 15 0 0 70;
16 2 0 70;
MEMBER INCIDENCES
1 1 2; 2 3 4; 3 5 6; 4 7 8; 5 9 10; 6 11 12; 7 13 14; 8 15 16;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 4.176e+006
POISSON 0.3
DENSITY 0.489024
ALPHA 6e-006
DAMP 0.03
TYPE STEEL
STRENGTH FY 5184 FU 8352 RY 1.5 RT 1.2
END DEFINE MATERIAL
UNIT INCHES KIP
MEMBER PROPERTY
1 PRIS YD 2 ZD 0.25
2 PRIS YD 2 ZD 0.375
3 PRIS YD 2 ZD 0.5
4 PRIS YD 4 ZD 0.25
5 PRIS YD 4 ZD 0.375
6 PRIS YD 4 ZD 0.5
7 PRIS YD 6 ZD 0.375
8 PRIS YD 6 ZD 0.5
UNIT FEET KIP
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
1 3 5 7 9 11 13 15 PINNED
2 4 6 8 10 12 14 16 FIXED BUT FX MY MZ
LOAD 1 LOADTYPE None  TITLE LOAD CASE 1
MEMBER LOAD
1 TO 8 UNI GY -15.8129
JOINT LOAD
2 4 6 8 10 12 14 16 FX -320.687
PERFORM ANALYSIS
PRINT MEMBER PROPERTIES 
FINISH
