STAAD SPACE DXF IMPORT OF DRAWING1.DXF
START JOB INFORMATION
ENGINEER DATE 06-Apr-22
END JOB INFORMATION
INPUT WIDTH 79
UNIT INCHES POUND
JOINT COORDINATES
6 2838.86 0 -1008.3; 7 2838.86 0 -24.3022; 8 270.86 0 -1008.3;
9 270.86 0 -24.3022; 10 6.86032 0 -1008.3; 11 6.86032 0 -24.3022;
12 6.86032 0 -570.302; 13 2838.86 0 -570.302; 14 774.798 0 -1008.3;
15 774.798 0 -24.3022; 16 1350.86 0 -1008.3; 17 1350.86 0 -24.3022;
18 1926.92 0 -1008.3; 19 1926.92 0 -24.3022; 20 2430.92 0 -1008.3;
21 2430.92 0 -24.3022; 22 270.86 0 -570.302; 23 2430.92 0 -570.302;
24 1926.92 0 -570.302; 25 1350.86 0 -570.302; 26 774.798 0 -570.302;
27 2838.86 -228 -1008.3; 28 2838.86 -228 -24.3022; 29 270.86 -228 -1008.3;
30 270.86 -228 -24.3022; 31 6.86032 -228 -1008.3; 32 6.86032 -228 -24.3022;
33 774.798 -228 -1008.3; 34 774.798 -228 -24.3022; 35 1350.86 -228 -1008.3;
36 1350.86 -228 -24.3022; 37 1926.92 -228 -1008.3; 38 1926.92 -228 -24.3022;
39 2430.92 -228 -1008.3; 40 2430.92 -228 -24.3022; 41 2838.86 -456 -1008.3;
42 2838.86 -456 -24.3022; 43 270.86 -456 -1008.3; 44 270.86 -456 -24.3022;
45 6.86032 -456 -1008.3; 46 6.86032 -456 -24.3022; 47 774.798 -456 -1008.3;
48 774.798 -456 -24.3022; 49 1350.86 -456 -1008.3; 50 1350.86 -456 -24.3022;
51 1926.92 -456 -1008.3; 52 1926.92 -456 -24.3022; 53 2430.92 -456 -1008.3;
54 2430.92 -456 -24.3022; 55 6.86032 -456 -570.302; 56 2838.86 -456 -570.302;
57 270.86 -456 -570.302; 58 2430.92 -456 -570.302; 59 1926.92 -456 -570.302;
60 1350.86 -456 -570.302; 61 774.798 -456 -570.302; 62 1350.86 0 -516.302;
MEMBER INCIDENCES
4 6 13; 5 8 22; 6 10 12; 7 12 22; 8 14 26; 9 16 25; 10 18 24; 11 20 23;
12 10 8; 13 11 9; 14 13 7; 15 22 9; 16 12 11; 17 23 13; 18 24 23; 19 25 24;
20 26 25; 21 22 26; 22 26 15; 24 24 19; 25 23 21; 26 20 6; 27 18 20; 28 16 18;
29 14 16; 30 8 14; 31 21 7; 32 19 21; 33 17 19; 34 15 17; 35 9 15; 36 6 27;
37 7 28; 38 8 29; 39 9 30; 40 10 31; 41 11 32; 42 14 33; 43 15 34; 44 16 35;
45 17 36; 46 18 37; 47 19 38; 48 20 39; 49 21 40; 50 27 41; 51 28 42; 52 29 43;
53 30 44; 54 31 45; 55 32 46; 56 33 47; 57 34 48; 58 35 49; 59 36 50; 60 37 51;
61 38 52; 62 39 53; 63 40 54; 64 12 55; 65 13 56; 66 22 57; 67 23 58; 68 24 59;
69 25 60; 70 26 61; 71 31 29; 72 32 30; 73 39 27; 74 37 39; 75 35 37; 76 33 35;
77 29 33; 78 40 28; 79 38 40; 80 36 38; 81 34 36; 82 30 34; 83 17 62; 84 62 25;
UNIT FEET POUND
DEFINE MATERIAL START
ISOTROPIC STEEL_50_KSI
E 4.176e+09
POISSON 0.3
DENSITY 489.024
ALPHA 6.5e-06
DAMP 0.03
TYPE STEEL
STRENGTH FY 7.2e+06 FU 8.928e+06 RY 1.5 RT 1.2
ISOTROPIC STEEL
E 4.176e+09
POISSON 0.3
DENSITY 489.024
ALPHA 6.5e-06
DAMP 0.03
TYPE STEEL
STRENGTH RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
36 TO 70 TABLE ST W14X109
4 TO 6 8 TO 11 14 TO 16 22 24 25 83 84 TABLE ST W24X162
7 12 13 17 TO 21 26 TO 35 71 TO 82 TABLE ST W10X33
CONSTANTS
BETA 90 MEMB 36 TO 70
MATERIAL STEEL_50_KSI ALL
MEMBER RELEASE
7 12 13 17 TO 21 26 TO 35 71 TO 82 START MY MZ
7 12 13 17 TO 21 26 TO 35 71 TO 82 END MY MZ
SUPPORTS
41 TO 61 FIXED
LOAD 1 LOADTYPE Dead  TITLE DEAD LOAD
ONEWAY LOAD
YRANGE 0 0 ONE -63 GY TOWARDS 83
SELFWEIGHT Y -1 
LOAD 2 LOADTYPE Roof Live  TITLE LIVE LOAD
ONEWAY LOAD
YRANGE 0 0 ONE -20 GY TOWARDS 83
LOAD 3 LOADTYPE Snow  TITLE SNOW LOAD
ONEWAY LOAD
YRANGE 0 0 ONE -30 GY TOWARDS 83
LOAD COMB 4 COMBINATION LOAD CASE 4
1 1.2 3 1.6 
PERFORM ANALYSIS
UNIT INCHES KIP
PARAMETER 1
CODE AISC UNIFIED 2016
FYLD 50 ALL
METHOD LRFD
CHECK CODE ALL
FINISH
