STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 29-Nov-19
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 3.81001 0; 3 7.50002 0 0; 4 7.50002 13.3 0; 5 39.5001 0 0;
6 39.5001 17.2 0; 7 71.5001 0 0; 8 71.5001 13.3 0; 9 7.50002 3.96001 0;
10 7.50002 10.15 0; 11 39.5001 10.15 0; 12 71.5001 10.15 0;
13 17.4266 14.5098 0; 14 29.5735 15.9902 0; 15 49.4267 15.9902 0;
16 61.5735 14.5098 0;
MEMBER INCIDENCES
       1         1         2
       2         3         9
       3         5        11
       4         7        12
       5         4        13
       6         6        15
       7         9        10
       8         2         9
       9        10         4
      10        11         6
      11        12         8
      12        13        14
      13        14         6
      14        15        16
      15        16         8
DEFINE MATERIAL START
ISOTROPIC STEEL_355_NMM2
E 2.04999e+08
POISSON 0.3
DENSITY 76.9995
ALPHA 6.66667e-06
DAMP 0.03
TYPE STEEL
STRENGTH FY 354998 FU 469998 RY 1.5 RT 1.2
ISOTROPIC STEEL
E 1.99947e+08
POISSON 0.3
DENSITY 76.8191
ALPHA 6.5e-06
DAMP 0.03
END DEFINE MATERIAL
MEMBER PROPERTY JAPANESE
1 TO 4 7 TO 11 TABLE ST H600X250X9X16
5 12 14 15 TABLE ST H700X200X9X12
MEMBER PROPERTY JAPANESE
6 TAPERED 0.8 0.01 0.7 0.2 0.012 0.2 0.012
13 TAPERED 0.7 0.01 0.8 0.2 0.012 0.2 0.012
CONSTANTS
MATERIAL STEEL_355_NMM2 MEMB 1 TO 5 7 TO 12 14 15
MATERIAL STEEL MEMB 6 13
SUPPORTS
1 3 5 7 FIXED
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead  TITLE REF LOAD CASE DL
MEMBER LOAD
5 6 12 TO 15 UNI GY -1.9
8 UNI GY -37.5
LOAD R2 LOADTYPE Roof Live  TITLE REF LOAD CASE RL
MEMBER LOAD
8 UNI GY -15
5 6 12 TO 15 UNI GY -2.3
LOAD R3 LOADTYPE Mass  TITLE REF LOAD CASE MASS
SELFWEIGHT Y -1 
MEMBER LOAD
5 6 12 TO 15 UNI GY -1.9
8 UNI GY -37.5
END DEFINE REFERENCE LOADS
DEFINE IBC 2015
SS 0.755 S1 0.326 I 1 RX 5 RZ 5 SCLASS 4 TL 8 FA 1.198 FV 1.748
DEFINE WIND LOAD
TYPE 1 WINDWARD
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 35.000 M/SEC 0 2 1 0 0.000 FT 0.000 FT 0.000 FT 1 2 -
26.000 M 71.500 M 137.000 M 2.000 0.010 0 0 0 0 0 1.223 1.000 1.000 0.850 0 -
0 0 1 0.806 0.800 0.180
!> END GENERATED DATA BLOCK
INT 0.208665 0.208665 0.230478 0.248332 0.263554 0.276889 0.288794 0.299578 -
0.309453 0.318576 0.327067 0.335016 0.342496 0.349566 0.356273 0.362656 -
0.503357 HEIG 0 4.57201 6.09601 7.62002 9.14402 10.668 12.192 13.716 15.24 -
16.764 18.288 19.812 21.336 22.8601 24.3841 25.9081 25.9081
TYPE 2 LEEWARD
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 35.000 M/SEC 0 2 1 0 0.000 FT 0.000 FT 0.000 FT 1 2 -
26.200 M 71.500 M 137.000 M 2.000 0.010 1 0 0 0 0 1.223 1.000 1.000 0.850 0 -
0 0 0 0.806 -0.500 0.180
!> END GENERATED DATA BLOCK
INT -0.45632 -0.45632 -0.45632 HEIG  0  26.2001  26.2001
LOAD 1 LOADTYPE Seismic  TITLE SEISMIC-X
IBC LOAD X 1
LOAD 2 LOADTYPE Dead  TITLE DL
REFERENCE LOAD
R1 1.0 
LOAD 3 LOADTYPE Roof Live  TITLE RL
REFERENCE LOAD
R2 1.0 
LOAD 4 LOADTYPE Wind  TITLE WL+X
MEMBER LOAD
1 UNI GX 4.2
7 9 UNI GX 4.5
4 11 UNI GX 3.45
8 UNI GY 4.95
5 12 13 UNI GY 5.5
6 14 15 UNI GY 3
LOAD COMB 5 ULC, 1.4 DEAD
2 1.4 
LOAD COMB 6 ULC, 1.2 DEAD + 0.5 ROOF LIVE
2 1.2 3 0.5 
LOAD COMB 7 ULC, 1.2 DEAD
2 1.2 
LOAD COMB 8 ULC, 1.2 DEAD + 1.6 ROOF LIVE
2 1.2 3 1.6 
LOAD COMB 9 ULC, 1.2 DEAD + 1.6 ROOF LIVE + 0.8 WIND
2 1.2 3 1.6 4 0.8 
LOAD COMB 10 ULC, 1.2 DEAD + 0.8 WIND
2 1.2 4 0.8 
LOAD COMB 11 ULC, 1.2 DEAD + 0.5 ROOF LIVE + 1.6 WIND
2 1.2 3 0.5 4 1.6 
LOAD COMB 12 ULC, 1.2 DEAD + 1.6 WIND
2 1.2 4 1.6 
LOAD COMB 13 ULC, 1.2 DEAD + 1 SEISMIC
2 1.2 1 1.0 
LOAD COMB 14 ULC, 1.2 DEAD + -1 SEISMIC
2 1.2 1 -1.0 
LOAD COMB 15 ULC, 0.9 DEAD + 1.6 WIND
2 0.9 4 1.6 
LOAD COMB 16 ULC, 0.9 DEAD + 1 SEISMIC
2 0.9 1 1.0 
LOAD COMB 17 ULC, 0.9 DEAD + -1 SEISMIC
2 0.9 1 -1.0 
LOAD COMB 18 COMBINATION LOAD CASE 18
2 1.0 3 1.0 
PERFORM ANALYSIS
DEFINE ENVELOPE
5 TO 17 ENVELOPE 1 TYPE STRESS
18 ENVELOPE 2 TYPE SERVICEABILITY
END DEFINE ENVELOPE
LOAD LIST ENV 1
PARAMETER 1
CODE AISC UNIFIED 2016
METHOD LRFD
TRACK 1 ALL
MAIN 200 MEMB 1 TO 4 7 9 TO 11
LZ 17.2 MEMB 3 10
LZ 13.3 MEMB 4 11
LZ 9.34 MEMB 7 9
LZ 32 MEMB 5 6 12 TO 15
LY 6 MEMB 1 TO 4
LY 3 MEMB 5 6 12 TO 15
KZ 1.3 MEMB 1
KZ 1.36 MEMB 2
KZ 1.16 MEMB 3
KZ 1.34 MEMB 4 11
KZ 1.84 MEMB 7 9
KZ 1.16 MEMB 10
UNT 3 MEMB 5 6 8 12 TO 15
UNB 3 MEMB 5 6 8 12 TO 15
NSF 0.9 ALL
CHECK CODE ALL
LOAD LIST ENV 2
PARAMETER 2
CODE AISC UNIFIED 2016
DFF 180 MEMB 5 6 12 TO 15
DJ1 4 MEMB 5 12 13
DJ2 6 MEMB 5 12 13
DJ1 6 MEMB 6 14 15
DJ2 8 MEMB 6 14 15
CHECK CODE MEMB 5 6 12 TO 15
FINISH
