STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 11-Aug-16
END JOB INFORMATION
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;
START USER TABLE
TABLE 1
UNIT INCHES KIP
GENERAL
RECT2X0.25
0.5 2 0 0.25 0 0.166667 0.00260417 0.00946073 0.166667 0.0208333 0.157691 -
0.416666 0.25 0.03125 0.000428389 2
PROFILE_POINTS
 -0.125 -1 -0.125 1 0.125 1 0.125 -1
RECT2
1 4 0 0.25 0 1.33333 0.00520833 0.0191492 0.666667 0.0416667 0.101242 -
0.833333 1 0.0625 0.00207178 4
PROFILE_POINTS
 -0.125 -2 -0.125 2 0.125 2 0.125 -2
TABLE 2
UNIT FEET KIP
GENERAL
RECT4X0.25
0.00694443 0.333333 0 0.0208333 0 6.43001e-005 2.51172e-007 9.2397e-007 -
0.000385801 2.41126e-005 0.000702428 0.00578702 0.000578702 3.61688e-005 -
5.88689e-010 0.333333
PROFILE_POINTS
 -0.0104167 -0.166666 -0.0104167 0.166666 0.0104167 0.166666 0.0104167 -0.166666
END
UNIT FEET KIP
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 AMERICAN
2 PRIS YD 2 ZD 0.375
3 PRIS YD 2 ZD 0.5
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
MEMBER PROPERTY AMERICAN
1 UPTABLE 1 RECT2X0.25
UNIT FEET KIP
MEMBER PROPERTY AMERICAN
4 UPTABLE 2 RECT4X0.25
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
