STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 5/4/2024 12:00:00 AM
END JOB INFORMATION
SET Y UP
INPUT WIDTH 79
*UNIT (NODE)
UNIT INCHES KIP
JOINT COORDINATES
1 0 180 0; 2 30 184.5 0; 3 60 189 0; 4 90 193.5 0; 5 120 198 0; 6 150 202.5 0;
7 180 207 0; 8 210 211.5 0; 9 240 216 0; 10 270 211.5 0; 11 300 207 0;
12 330 202.5 0; 13 360 198 0; 14 390 193.5 0; 15 420 189 0; 16 450 184.5 0;
17 480 180 0; 18 0 144 0; 19 30 148.5 0; 20 60 153 0; 21 90 157.5 0;
22 120 162 0; 23 150 166.5 0; 24 180 171 0; 25 210 175.5 0; 26 240 180 0;
27 270 175.5 0; 28 300 171 0; 29 330 166.5 0; 30 360 162 0; 31 390 157.5 0;
32 420 153 0; 33 450 148.5 0; 34 480 144 0; 35 0 0 0; 36 480 0 0;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 6 7; 7 7 8; 8 8 9; 9 9 10; 10 10 11;
11 11 12; 12 12 13; 13 13 14; 14 14 15; 15 15 16; 16 16 17; 17 18 19; 18 19 20;
19 20 21; 20 21 22; 21 22 23; 22 23 24; 23 24 25; 24 25 26; 25 26 27; 26 27 28;
27 28 29; 28 29 30; 29 30 31; 30 31 32; 31 32 33; 32 33 34; 33 19 2; 34 20 3;
35 21 4; 36 22 5; 37 23 6; 38 24 7; 39 25 8; 40 27 10; 41 28 11; 42 29 12;
43 30 13; 44 31 14; 45 32 15; 46 33 16; 47 26 9; 48 19 1; 49 20 2; 50 21 3;
51 22 4; 52 23 5; 53 24 6; 54 25 7; 55 26 8; 56 33 17; 57 32 16; 58 31 15;
59 30 14; 60 29 13; 61 28 12; 62 27 11; 63 26 10; 64 35 18; 65 18 1; 66 36 34;
67 34 17;
START USER TABLE
END
*UNIT (MATERIAL)
DEFINE MATERIAL START
ISOTROPIC STEEL_CARBON
E 29442.7
POISSON 0.301282
DENSITY 0.000282877
ALPHA 3.6e-06
DAMP 0.05
END DEFINE MATERIAL
*UNIT (SECTION)
MEMBER PROPERTY AMERICAN
1 TO 16 TABLE ST W8X24
17 TO 32 TABLE ST W6X15
33 TO 47 TABLE ST L30304
48 TO 63 TABLE ST L30304
64 TO 67 TABLE ST W8X24
*UNIT (SUPPORT)
SUPPORTS
35 36 FIXED BUT MX MY MZ
MEMBER RELEASE
1 17 33 TO 63 START MY MZ
16 32 TO 63 END MY MZ
CONSTANTS
*BETA
*MATERIAL
MATERIAL STEEL_CARBON ALL
*UNIT (LOADCASE)
*REFERENCE
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE None  TITLE D
MEMBER LOAD
1 TO 16 UNI GY -0.01
LOAD R11 LOADTYPE None  TITLE L
MEMBER LOAD
1 TO 16 UNI GY -0.02
END DEFINE REFERENCE LOADS
*LOADCASE
LOAD 1 LOADTYPE None  TITLE D
REFERENCE LOAD
R1 1.0 
SELFWEIGHT Y -1 
MEMBER LOAD
1 TO 16 UNI GY -0.01
LOAD 11 LOADTYPE None  TITLE L
REFERENCE LOAD
R11 1.0 
JOINT LOAD
1 TO 16 FY -0.12
MEMBER LOAD
1 TO 16 UNI GY -0.02
*COMBINATION
LOAD COMB 1000 D
1 1.2 
LOAD COMB 1001 D+L
1 1.2 11 1.6 
*ANALYSIS
PERFORM ANALYSIS
DEFINE ENVELOPE
1000 1001 ENVELOPE 9999 TYPE STRENGTH
END DEFINE ENVELOPE
*PARAMETER
PARAMETER 1
CODE AISC UNIFIED 2016
METHOD ASD
CHECK CODE ALL
FINISH
