Dear All,
Greetings of the day !
I am designing a structure and have to assign moment release to some of the components. When I go to Specs / Beam / Releases, moments are released but with warnings of instability. But if I go to Specs / Beam / Partial Releases , no moments are released. Can any one help please. I am attaching the model.
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 24-Sep-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 9.4 0; 3 6.6 10.2 0; 4 13.2 9.4 0; 5 13.2 0 0; 6 0.5 6.5 0;
7 12.7 6.5 0; 8 0 6.5 0; 9 13.2 6.5 0; 10 0 0 6.7; 11 0 9.4 6.7;
12 6.6 10.2 6.7; 13 13.2 9.4 6.7; 14 13.2 0 6.7; 15 0.5 6.5 6.7;
16 12.7 6.5 6.7; 17 0 6.5 6.7; 18 13.2 6.5 6.7; 19 0 0 13.8; 20 0 9.4 13.8;
21 6.6 10.2 13.8; 22 13.2 9.4 13.8; 23 13.2 0 13.8; 24 0.5 6.5 13.8;
25 12.7 6.5 13.8; 26 0 6.5 13.8; 27 13.2 6.5 13.8; 28 0 0 20.8; 29 0 9.4 20.8;
30 6.6 10.2 20.8; 31 13.2 9.4 20.8; 32 13.2 0 20.8; 33 0.5 6.5 20.8;
34 12.7 6.5 20.8; 35 0 6.5 20.8; 36 13.2 6.5 20.8; 41 0 9.4 3.35;
42 6.6 10.2 3.35; 43 13.2 9.4 3.35; 44 6.6 7.7 0; 45 13.2 7.7 0; 46 0 7.7 0;
47 6.6 7.7 20.8; 48 13.2 7.7 20.8; 49 0 7.7 20.8;
MEMBER INCIDENCES
3 2 3; 4 4 3; 5 8 6; 6 9 7; 9 11 12; 10 13 12; 11 17 15; 12 18 16; 15 20 21;
16 22 21; 17 26 24; 18 27 25; 21 29 30; 22 31 30; 23 35 33; 24 36 34; 25 8 2;
26 17 11; 27 26 20; 28 35 49; 29 9 4; 30 18 13; 31 27 22; 32 36 48; 33 2 41;
34 11 20; 35 20 29; 36 3 42; 37 12 21; 38 21 30; 39 4 43; 40 13 22; 41 22 31;
46 28 26; 47 19 35; 48 35 20; 49 26 29; 50 10 8; 51 1 17; 52 17 2; 53 8 11;
54 29 21; 55 20 30; 56 11 3; 57 2 12; 58 4 12; 59 13 3; 60 30 22; 61 21 31;
62 32 27; 63 23 36; 64 36 22; 65 27 31; 66 5 18; 67 14 9; 68 9 13; 69 18 4;
70 41 11; 71 42 12; 72 43 13; 78 3 44; 80 13 21; 81 21 11; 82 20 12; 83 12 22;
84 44 12; 85 45 44; 86 46 44; 87 30 47; 88 48 31; 89 48 47; 90 49 29; 91 49 47;
92 47 21; 93 8 1; 94 17 10; 95 26 19; 96 35 28; 97 36 32; 98 27 23; 99 18 14;
100 9 5;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
93 96 97 100 TAPERED 0.616 0.005 0.316 0.2 0.008
25 28 29 32 88 90 TAPERED 0.612 0.005 0.612 0.2 0.006
3 4 21 22 TAPERED 0.466 0.005 0.366 0.15 0.006
94 95 98 99 TAPERED 0.62 0.005 0.32 0.2 0.01
26 27 30 31 TAPERED 0.616 0.005 0.616 0.2 0.008
9 10 15 16 TAPERED 0.612 0.005 0.412 0.15 0.006
5 6 11 12 17 18 23 24 TAPERED 0.312 0.005 0.312 0.15 0.006
MEMBER PROPERTY COLDFORMED INDIAN
33 TO 41 70 TO 72 TABLE ST 200ZS60X1.6
MEMBER PROPERTY COLDFORMED INDIAN
78 87 TAPERED 0.262 0.005 0.262 0.125 0.006
85 86 89 91 TAPERED 0.312 0.005 0.312 0.175 0.008
MEMBER PROPERTY COLDFORMED INDIAN
46 TO 69 80 TO 83 PRIS YD 0.02
MEMBER PROPERTY COLDFORMED INDIAN
84 92 TAPERED 0.262 0.005 0.262 0.175 0.006
CONSTANTS
BETA 90 MEMB 78 87
MATERIAL STEEL MEMB 3 TO 6 9 TO 12 15 TO 18 21 TO 41 70 TO 72 78 84 TO 100
MATERIAL CONCRETE MEMB 46 TO 69 80 TO 83
SUPPORTS
1 5 10 14 19 23 28 32 PINNED
MEMBER RELEASE
78 87 START MP 0.995
78 87 END MP 0.995
85 86 89 91 START MP 0.995
85 86 89 91 END MP 0.995
MEMBER TENSION
46 TO 69 80 TO 83
DEFINE IBC 2006
SS 0.364 S1 0.13 I 1 RX 3.5 RZ 3.5 SCLASS 4 TL 6
SELFWEIGHT 1
MEMBER WEIGHT
3 4 9 10 15 16 21 22 UNI 4.26
LOAD 1 LOADTYPE Seismic TITLE EQX
IBC LOAD X 1
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE Seismic TITLE EQX'
IBC LOAD X -1
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Seismic TITLE EQZ
IBC LOAD Z 1
PERFORM ANALYSIS
CHANGE
LOAD 4 LOADTYPE Seismic TITLE EQZ'
IBC LOAD Z -1
LOAD 5 LOADTYPE Dead TITLE DL1
SELFWEIGHT Y -1
MEMBER LOAD
3 4 21 22 UNI GY -0.35
9 10 15 16 UNI GY -0.71
JOINT LOAD
2 4 11 13 20 22 29 31 FY -10.4
3 30 FY -8.8
LOAD 6 LOADTYPE Dead TITLE DL2
SELFWEIGHT Y -1
MEMBER LOAD
3 4 21 22 UNI GY -0.71
9 10 15 16 UNI GY -1.42
JOINT LOAD
2 4 11 13 20 22 29 31 FY -10.4
3 30 FY -8.8
LOAD 7 LOADTYPE Dead TITLE CL
MEMBER LOAD
3 4 21 22 UNI GY -1.4
9 10 15 16 UNI GY -2.8
LOAD 8 LOADTYPE Dead TITLE LL
MEMBER LOAD
3 4 21 22 UNI GY -2
9 10 15 16 UNI GY -4
LOAD 9 LOADTYPE Dead TITLE W1
MEMBER LOAD
25 UNI GX 4.77 1.2 2.9
90 UNI GX 4.77 2.38419e-007 1.7
3 21 UNI GY 6.35 0 2
3 21 UNI GY 3.8 2 4.6
3 21 UNI GY 2.6 4.6 6.6
4 22 UNI GY 0.425
29 UNI GX 0.85 1.2 2.9
88 UNI GX 0.85 2.38419e-007 1.7
26 27 UNI GX 9.54 1.2 2.9
9 15 UNI GY 12.7 0 2
9 15 UNI GY 7.6 2 4.6
9 15 UNI GY 5.2 4.6 6.6
10 16 UNI GY 0.85
30 31 UNI GX 1.7 1.2 2.9
87 UNI GZ 7.92
89 91 UNI GY 1.5
78 UNI GZ 1.584
85 86 UNI GY 0.3
LOAD 10 LOADTYPE Dead TITLE W2
MEMBER LOAD
25 UNI GX 4.77 1.2 2.9
90 UNI GX 4.77 2.38419e-007 1.7
3 21 UNI GY 1.275 0 2
3 21 UNI GY 1.275 2 4.6
3 21 UNI GY 2.6 4.6 6.6
4 22 UNI GY 0.426
29 UNI GX 0.85 1.2 2.9
88 UNI GX 0.85 2.38419e-007 1.7
26 27 UNI GX 9.54 1.2 2.9
9 15 UNI GY 2.55 0 2
9 15 UNI GY 2.55 2 4.6
9 15 UNI GY 5.2 4.6 6.6
10 16 UNI GY 0.852
30 31 UNI GX 1.7 1.2 2.9
87 UNI GZ 7.92
89 91 UNI GY 1.5
78 UNI GZ 1.584
85 86 UNI GY 0.3
LOAD 15 LOADTYPE Crane Hook TITLE CR-01
JOINT LOAD
6 15 24 33 FY -78.6 MZ -7
7 16 25 34 FY -37.8 MZ -7
LOAD 16 LOADTYPE Crane Hook TITLE CR-02
JOINT LOAD
6 15 24 33 FY -78.6 MZ 7
7 16 25 34 FY -37.8 MZ 7
LOAD 17 LOADTYPE Crane Hook TITLE CR-03
JOINT LOAD
6 15 24 33 FY -37.8 MZ -7
7 16 25 34 FY -78.6 MZ -7
LOAD 18 LOADTYPE Crane Hook TITLE CR-04
JOINT LOAD
6 15 24 33 FY -37.8 MZ 7
7 16 25 34 FY -78.6 MZ 7
LOAD 11 LOADTYPE Wind TITLE WLONG1
MEMBER LOAD
25 UNI GX -4.2 1.2 2.9
90 UNI GX -4.2 2.38419e-007 1.7
3 4 21 22 UNI GY 7.14 0 3.3
3 4 21 22 UNI GY 3.4 3.3 6.6
29 UNI GX 4.2 1.2 2.9
88 UNI GX 4.2 2.38419e-007 1.7
26 27 UNI GX -4.26 1.2 2.9
9 10 15 16 UNI GY 2.55
30 31 UNI GX 4.26 1.2 2.9
87 UNI GZ 8.87
89 91 UNI GY 1.5
78 UNI GZ 1.584
85 86 UNI GY 0.3
LOAD 12 LOADTYPE Wind TITLE WLONG2
MEMBER LOAD
25 UNI GX -4.2 1.2 2.9
90 UNI GX -4.2 2.38419e-007 1.7
3 4 21 22 UNI GY 1.2
29 UNI GX 4.2 1.2 2.9
88 UNI GX 4.2 2.38419e-007 1.7
26 27 UNI GX -4.26 1.2 2.9
9 10 15 16 UNI GY 2.55
30 31 UNI GX 4.26 1.2 2.9
87 UNI GZ 8.87
89 91 UNI GY 1.5
78 UNI GZ 1.584
85 86 UNI GY 0.3
LOAD COMB 13 COMBINATION LOAD CASE 13
5 1.0 7 1.0
LOAD COMB 14 COMBINATION LOAD CASE 14
6 1.0 7 1.0
LOAD COMB 19 COMBINATION LOAD CASE 19
5 1.0 7 1.0 8 1.0
LOAD COMB 20 COMBINATION LOAD CASE 20
6 1.0 7 1.0 8 1.0
LOAD COMB 21 COMBINATION LOAD CASE 21
5 1.0 7 1.0 8 0.75
LOAD COMB 22 COMBINATION LOAD CASE 22
6 1.0 7 1.0 8 0.75
LOAD COMB 23 COMBINATION LOAD CASE 23
5 0.75 7 0.75 9 0.75
LOAD COMB 24 COMBINATION LOAD CASE 24
5 0.75 7 0.75 10 0.75
LOAD COMB 25 COMBINATION LOAD CASE 25
5 0.75 7 0.75 11 0.75
LOAD COMB 26 COMBINATION LOAD CASE 26
5 0.75 7 0.75 12 0.75
LOAD COMB 27 COMBINATION LOAD CASE 27
6 0.75 7 0.75 9 0.75
LOAD COMB 28 COMBINATION LOAD CASE 28
6 0.75 7 0.75 10 0.75
LOAD COMB 29 COMBINATION LOAD CASE 29
6 0.75 7 0.75 11 0.75
LOAD COMB 30 COMBINATION LOAD CASE 30
6 0.75 7 0.75 12 0.75
LOAD COMB 31 COMBINATION LOAD CASE 31
5 0.45 9 0.75
LOAD COMB 32 COMBINATION LOAD CASE 32
5 0.45 10 0.75
LOAD COMB 33 COMBINATION LOAD CASE 33
5 0.45 11 0.75
LOAD COMB 34 COMBINATION LOAD CASE 34
5 0.45 12 0.75
LOAD COMB 35 COMBINATION LOAD CASE 35
6 0.45 9 0.75
LOAD COMB 36 COMBINATION LOAD CASE 36
6 0.45 10 0.75
LOAD COMB 37 COMBINATION LOAD CASE 37
6 0.45 11 0.75
LOAD COMB 38 COMBINATION LOAD CASE 38
6 0.45 12 0.75
LOAD COMB 39 COMBINATION LOAD CASE 39
1 0.7 5 1.0 7 1.0
LOAD COMB 40 COMBINATION LOAD CASE 40
2 0.7 5 1.0 7 1.0
LOAD COMB 41 COMBINATION LOAD CASE 41
3 0.7 5 1.0 7 1.0
LOAD COMB 42 COMBINATION LOAD CASE 42
4 0.7 5 1.0 7 1.0
LOAD COMB 43 COMBINATION LOAD CASE 43
1 0.7 6 1.0 7 1.0
LOAD COMB 44 COMBINATION LOAD CASE 44
2 0.7 6 1.0 7 1.0
LOAD COMB 45 COMBINATION LOAD CASE 45
3 0.7 6 1.0 7 1.0
LOAD COMB 46 COMBINATION LOAD CASE 46
4 0.7 6 1.0 7 1.0
LOAD COMB 47 COMBINATION LOAD CASE 47
5 1.0 7 1.0 15 1.0
LOAD COMB 48 COMBINATION LOAD CASE 48
5 1.0 7 1.0 16 1.0
LOAD COMB 49 COMBINATION LOAD CASE 49
5 1.0 7 1.0 17 1.0
LOAD COMB 50 COMBINATION LOAD CASE 50
5 1.0 7 1.0 18 1.0
LOAD COMB 51 COMBINATION LOAD CASE 51
6 1.0 7 1.0 15 1.0
LOAD COMB 52 COMBINATION LOAD CASE 52
6 1.0 7 1.0 16 1.0
LOAD COMB 53 COMBINATION LOAD CASE 53
6 1.0 7 1.0 17 1.0
LOAD COMB 54 COMBINATION LOAD CASE 54
6 1.0 7 1.0 18 1.0
LOAD COMB 55 COMBINATION LOAD CASE 55
5 1.0 7 1.0 15 0.75
LOAD COMB 56 COMBINATION LOAD CASE 56
5 1.0 7 1.0 16 0.75
LOAD COMB 57 COMBINATION LOAD CASE 57
5 1.0 7 1.0 17 0.75
LOAD COMB 58 COMBINATION LOAD CASE 58
5 1.0 7 1.0 18 0.75
LOAD COMB 59 COMBINATION LOAD CASE 59
6 1.0 7 1.0 15 0.75
LOAD COMB 60 COMBINATION LOAD CASE 60
6 1.0 7 1.0 16 0.75
LOAD COMB 61 COMBINATION LOAD CASE 61
6 1.0 7 1.0 17 0.75
LOAD COMB 62 COMBINATION LOAD CASE 62
6 1.0 7 1.0 18 0.75
LOAD COMB 63 COMBINATION LOAD CASE 63
5 1.0 7 1.0 9 0.375 15 0.56
LOAD COMB 64 COMBINATION LOAD CASE 64
5 1.0 7 1.0 9 0.375 16 0.56
LOAD COMB 65 COMBINATION LOAD CASE 65
5 1.0 7 1.0 9 0.375 17 0.56
LOAD COMB 66 COMBINATION LOAD CASE 66
5 1.0 7 1.0 9 0.375 18 0.56
LOAD COMB 67 COMBINATION LOAD CASE 67
5 1.0 7 1.0 10 0.375 15 0.56
LOAD COMB 68 COMBINATION LOAD CASE 68
5 1.0 7 1.0 10 0.375 16 0.56
LOAD COMB 69 COMBINATION LOAD CASE 69
5 1.0 7 1.0 10 0.375 17 0.56
LOAD COMB 70 COMBINATION LOAD CASE 70
5 1.0 7 1.0 15 0.75 1 0.7
LOAD COMB 71 COMBINATION LOAD CASE 71
5 1.0 7 1.0 10 0.375 18 0.56
LOAD COMB 72 COMBINATION LOAD CASE 72
5 1.0 7 1.0 15 0.56 11 0.375
LOAD COMB 73 COMBINATION LOAD CASE 73
5 1.0 7 1.0 16 0.56 11 0.375
LOAD COMB 74 COMBINATION LOAD CASE 74
5 1.0 7 1.0 17 0.56 11 0.375
LOAD COMB 75 COMBINATION LOAD CASE 75
5 1.0 7 1.0 18 0.56 11 0.375
LOAD COMB 76 COMBINATION LOAD CASE 76
5 1.0 15 0.56 12 0.375 7 1.0
LOAD COMB 77 COMBINATION LOAD CASE 77
7 1.0 16 0.56 12 0.375 5 1.0
LOAD COMB 78 COMBINATION LOAD CASE 78
17 0.56 12 0.375 7 1.0 5 1.0
LOAD COMB 79 COMBINATION LOAD CASE 79
7 1.0 18 0.56 12 0.375 5 1.0
LOAD COMB 80 COMBINATION LOAD CASE 80
6 1.0 7 1.0 9 0.375 15 0.56
LOAD COMB 81 COMBINATION LOAD CASE 81
6 1.0 7 1.0 9 0.375 16 0.56
LOAD COMB 82 COMBINATION LOAD CASE 82
6 1.0 7 1.0 9 0.375 17 0.56
LOAD COMB 83 COMBINATION LOAD CASE 83
6 1.0 7 1.0 9 0.375 18 0.56
LOAD COMB 84 COMBINATION LOAD CASE 84
6 1.0 7 1.0 10 0.375 15 0.56
LOAD COMB 85 COMBINATION LOAD CASE 85
6 1.0 7 1.0 10 0.375 16 0.56
LOAD COMB 86 COMBINATION LOAD CASE 86
6 1.0 7 1.0 10 0.375 17 0.56
LOAD COMB 87 COMBINATION LOAD CASE 87
6 1.0 7 1.0 10 0.375 18 0.56
LOAD COMB 88 COMBINATION LOAD CASE 88
6 1.0 7 1.0 15 0.56 11 0.375
LOAD COMB 89 COMBINATION LOAD CASE 89
6 1.0 7 1.0 16 0.56 11 0.375
LOAD COMB 90 COMBINATION LOAD CASE 90
6 1.0 7 1.0 17 0.56 11 0.375
LOAD COMB 91 COMBINATION LOAD CASE 91
6 1.0 7 1.0 18 0.56 11 0.375
LOAD COMB 92 COMBINATION LOAD CASE 92
6 1.0 15 0.56 12 0.375 7 1.0
LOAD COMB 93 COMBINATION LOAD CASE 93
6 1.0 16 0.56 12 0.375 5 1.0
LOAD COMB 94 COMBINATION LOAD CASE 94
17 0.56 12 0.375 7 1.0 6 1.0
LOAD COMB 95 COMBINATION LOAD CASE 95
7 1.0 18 0.56 12 0.375 6 1.0
LOAD COMB 96 COMBINATION LOAD CASE 96
1 0.7 5 1.0 7 1.0 15 0.75
LOAD COMB 97 COMBINATION LOAD CASE 97
1 0.7 5 1.0 7 1.0 16 0.75
LOAD COMB 98 COMBINATION LOAD CASE 98
1 0.7 5 1.0 7 1.0 17 0.75
LOAD COMB 99 COMBINATION LOAD CASE 99
1 0.7 5 1.0 7 1.0 18 0.75
LOAD COMB 100 COMBINATION LOAD CASE 100
2 0.7 5 1.0 7 1.0 15 0.75
LOAD COMB 101 COMBINATION LOAD CASE 101
2 0.7 5 1.0 7 1.0 16 0.75
LOAD COMB 102 COMBINATION LOAD CASE 102
2 0.7 5 1.0 7 1.0 17 0.75
LOAD COMB 103 COMBINATION LOAD CASE 103
2 0.7 5 1.0 7 1.0 18 0.75
LOAD COMB 104 COMBINATION LOAD CASE 104
3 0.7 5 1.0 7 1.0 15 0.75
LOAD COMB 105 COMBINATION LOAD CASE 105
3 0.7 5 1.0 7 1.0 16 0.75
LOAD COMB 106 COMBINATION LOAD CASE 106
3 0.7 5 1.0 7 1.0 17 0.75
LOAD COMB 107 COMBINATION LOAD CASE 107
3 0.7 5 1.0 7 1.0 18 0.75
LOAD COMB 108 COMBINATION LOAD CASE 108
4 0.7 5 1.0 7 1.0 15 0.75
LOAD COMB 109 COMBINATION LOAD CASE 109
4 0.7 5 1.0 7 1.0 16 0.75
LOAD COMB 110 COMBINATION LOAD CASE 110
4 0.7 5 1.0 7 1.0 17 0.75
LOAD COMB 111 COMBINATION LOAD CASE 111
4 0.7 5 1.0 7 1.0 18 0.75
LOAD COMB 112 COMBINATION LOAD CASE 112
1 0.7 6 1.0 7 1.0 15 0.75
LOAD COMB 113 COMBINATION LOAD CASE 113
1 0.7 6 1.0 7 1.0 16 0.75
LOAD COMB 114 COMBINATION LOAD CASE 114
1 0.7 6 1.0 7 1.0 17 0.75
LOAD COMB 115 COMBINATION LOAD CASE 115
1 0.7 6 1.0 7 1.0 18 0.75
LOAD COMB 116 COMBINATION LOAD CASE 116
2 0.7 6 1.0 7 1.0 15 0.75
LOAD COMB 117 COMBINATION LOAD CASE 117
2 0.7 6 1.0 7 1.0 16 0.75
LOAD COMB 118 COMBINATION LOAD CASE 118
2 0.7 6 1.0 7 1.0 17 0.75
LOAD COMB 119 COMBINATION LOAD CASE 119
2 0.7 6 1.0 7 1.0 18 0.75
LOAD COMB 120 COMBINATION LOAD CASE 120
3 0.7 6 1.0 7 1.0 15 0.75
LOAD COMB 121 COMBINATION LOAD CASE 121
3 0.7 6 1.0 7 1.0 16 0.75
LOAD COMB 122 COMBINATION LOAD CASE 122
3 0.7 6 1.0 7 1.0 17 0.75
LOAD COMB 123 COMBINATION LOAD CASE 123
3 0.7 6 1.0 7 1.0 18 0.75
LOAD COMB 124 COMBINATION LOAD CASE 124
4 0.7 6 1.0 7 1.0 15 0.75
LOAD COMB 125 COMBINATION LOAD CASE 125
4 0.7 6 1.0 7 1.0 16 0.75
LOAD COMB 126 COMBINATION LOAD CASE 126
4 0.7 6 1.0 7 1.0 17 0.75
LOAD COMB 127 COMBINATION LOAD CASE 127
4 0.7 6 1.0 7 1.0 18 0.75
PERFORM ANALYSIS
CHANGE
PERFORM ANALYSIS PRINT ALL
LOAD LIST ALL
PARAMETER 1
CODE AISC UNIFIED 2005
FYLD 345000 ALL
LY 3 MEMB 3 4 9 10 15 16 21 22
MAIN 200 MEMB 25 TO 32 78 87 88 90 93 TO 100
METHOD ASD
STP 2 MEMB 3 TO 6 9 TO 12 15 TO 18 21 TO 32 88 90 93 TO 100
TMAIN 300 MEMB 3 4 9 10 15 16 21 22
TRACK 2 MEMB 3 TO 6 9 TO 12 15 TO 18 21 TO 32 78 84 TO 100
UNB 3 MEMB 3 4 9 10 15 16 21 22
UNT 1.5 MEMB 3 4 9 10 15 16 21 22
CHECK CODE MEMB 3 TO 6 9 TO 12 15 TO 18 21 TO 32 78 84 TO 100
PARAMETER 2
CODE AISC UNIFIED 2005
STEEL MEMBER TAKE OFF LIST 3 TO 6 9 TO 12 15 TO 18 21 TO 32 78 84 TO 100
PARAMETER 3
CODE AISC UNIFIED 2005
STEEL TAKE OFF LIST 3 TO 6 9 TO 12 15 TO 18 21 TO 32 78 84 TO 100
FINISH