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The document outlines a structural analysis job using STAAD SPACE, detailing joint coordinates, member incidences, material properties, and load cases. It specifies the use of isotropic steel materials with defined properties and various load combinations for analysis. The analysis is performed according to the IS800 LSD code, with a focus on steel member checks and take-off lists.

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Atharva Ghogare
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0% found this document useful (0 votes)
11 views2 pages

1

The document outlines a structural analysis job using STAAD SPACE, detailing joint coordinates, member incidences, material properties, and load cases. It specifies the use of isotropic steel materials with defined properties and various load combinations for analysis. The analysis is performed according to the IS800 LSD code, with a focus on steel member checks and take-off lists.

Uploaded by

Atharva Ghogare
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Download as TXT, PDF, TXT or read online on Scribd
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STAAD SPACE

START JOB INFORMATION


ENGINEER DATE 16-May-25
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 1.5 0; 2 0 13 0; 3 0 9.85 0; 4 0 11.35 0; 5 0 12.85 0; 9 -1 9.85 0;
10 -1 11.35 0; 11 -1 12.85 0; 12 1.53 1.5 0; 13 1.53 9.85 0; 14 1.53 11.35 0;
15 1.53 12.85 0; 16 1.53 13 0; 17 2.53 9.85 0; 18 2.53 11.35 0;
19 2.53 12.85 0; 20 0 5.5 0; 21 1.53 5.5 0; 22 0 8.5 0; 23 1.53 8.5 0;
24 0.1 8.5 0; 25 0.1 5.5 0; 26 1.43 8.5 0; 27 1.43 5.5 0; 28 0 1.5 4.8;
29 1.53 1.5 4.8; 30 0 1.5 -4.8; 31 1.53 1.5 -4.8;
MEMBER INCIDENCES
1 1 20; 2 3 4; 3 4 5; 4 5 2; 8 3 9; 9 4 10; 10 5 11; 11 12 21; 12 13 14;
13 14 15; 14 15 16; 15 13 17; 16 14 18; 17 15 19; 18 5 15; 19 4 14; 20 3 13;
21 20 22; 22 21 23; 23 22 3; 24 23 13; 25 22 24; 26 20 25; 27 24 26; 28 25 27;
29 26 23; 30 27 21; 31 24 27; 32 26 25; 33 13 29; 34 3 28; 35 3 30; 36 13 31;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+08
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-05
DAMP 0.03
G 7.88462e+07
TYPE STEEL
STRENGTH RY 1.5 RT 1.2
ISOTROPIC STEEL_275_NMM2
E 2.05e+08
POISSON 0.3
DENSITY 77
ALPHA 1.2e-05
DAMP 0.03
G 7.88462e+07
TYPE STEEL
STRENGTH FY 275000 FU 410000 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY
1 TO 4 11 TO 14 21 TO 24 TAPERED 0.152 0.0069 0.152 0.152 0.0119 0.152 0.0119
MEMBER PROPERTY INDIAN
8 TO 10 15 TO 20 TABLE D ISMC100 SP 0.152
MEMBER PROPERTY INDIAN
25 TO 32 TABLE ST ISA50x50x6
MEMBER PROPERTY
33 TO 36 PRIS YD 0.012
CONSTANTS
BETA 180 MEMB 15 TO 20
BETA 90 MEMB 1 TO 4 11 TO 14 21 TO 24
MATERIAL STEEL MEMB 1 TO 4 8 TO 32
MATERIAL STEEL_275_NMM2 MEMB 33 TO 36
SUPPORTS
1 12 28 TO 31 FIXED
MEMBER CABLE
33 TO 36 TENSION 10
MEMBER OFFSET
31 START 0 0 0.05
31 END 0 0 0.05
32 START 0 0 -0.05
32 END 0 0 -0.05
LOAD 1 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1 LIST ALL
MEMBER LOAD
8 TO 10 15 TO 17 CON GZ 0.176 1
8 TO 10 15 TO 17 CON GZ -0.1766 1
8 TO 10 15 TO 17 CON GY -0.1 1
LOAD 2 LOADTYPE Wind TITLE WL+X
MEMBER LOAD
1 TO 4 11 TO 14 21 TO 24 UNI GX 0.134
LOAD 3 LOADTYPE Wind TITLE WL+Z
MEMBER LOAD
1 TO 4 11 TO 14 21 TO 24 UNI GZ 0.116
8 TO 10 15 TO 20 UNI GZ 0.104
8 TO 10 15 TO 17 CON GZ 0.2 1
8 TO 10 15 TO 17 CON GZ -0.2 1
LOAD COMB 4 DL+WL+X
1 1.0 2 1.0
LOAD COMB 5 DL+WL+Z
1 1.0 3 1.0
LOAD COMB 6 1.5 DL+WL+X
1 1.5 2 1.5
LOAD COMB 7 1.5 DL+WL+Z
1 1.5 3 1.5
PERFORM ANALYSIS
PARAMETER 1
CODE IS800 LSD
CHECK CODE ALL
PARAMETER 2
CODE IS800 LSD
STEEL MEMBER TAKE OFF LIST ALL
PARAMETER 3
CODE IS800 LSD
FYLD 250000 MEMB 1 TO 4 8 TO 32
FYLD 550000 MEMB 33 TO 36
FINISH

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