Anybody kindly tell me why my members with property 31 & 32 are failing, while the other members are getting passed.
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 23-Apr-16
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 35.285 0 0; 3 51.939 0 0; 4 0 6 0; 5 35.285 9.5 0; 6 51.939 7.8 0;
7 12 0 0; 8 12 7.2 0; 9 35.285 0 -7.622; 10 51.939 0 -7.622;
11 35.285 9.5 -7.622; 12 51.939 7.8 -7.622; 13 35.285 0 -15.244;
14 51.939 0 -15.244; 15 35.285 9.5 -15.244; 16 51.939 7.8 -15.244;
17 35.285 0 -22.561; 18 51.939 0 -22.561; 19 35.285 9.5 -22.561;
20 51.939 7.8 -22.561; 21 12 0 -7.622; 22 12 7.2 -7.622; 23 12 0 -15.244;
24 12 7.2 -15.244; 25 12 0 -22.561; 26 12 7.2 -22.561; 27 35.285 9.5 -27.439;
29 12 7.2 -27.439; 30 35.285 9.5 -32.317; 31 12 0 -32.317; 32 12 7.2 -32.317;
33 0 0 -22.561; 34 0 6 -22.561; 35 12 7.2 -42.815; 36 0 0 -42.815;
37 0 6 -42.815; 38 12 7.2 -61.585; 39 0 0 -61.585; 40 0 6 -61.585;
41 12 7.2 -85.78; 42 0 0 -85.78; 43 0 6 -85.78; 44 12 0 -35.976;
45 12 7.2 -35.976; 46 12 0 -42.814; 47 12 0 -85.78; 48 12 7.2 -73.78;
49 12 0 -73.78; 50 12 7.2 -67.682; 51 12 0 -67.682; 52 12 7.2 -61.582;
53 12 0 -61.582; 54 12 7.2 -49.217; 55 12 0 -49.216; 56 12 7.2 -55.484;
57 12 0 -55.484; 58 35.285 0 -27.439; 59 35.285 0 -32.317; 60 0 6 -15.241;
61 0 6 -7.621; 62 0 6 -35.975; 63 0 6 -32.315; 64 0 6 -27.435; 65 0 6 -55.485;
66 0 6 -49.215; 67 12 7.2 -79.78; 68 0 6 -79.78; 69 0 6 -73.78; 70 0 6 -67.68;
71 6 6.6 -42.815; 72 6 6.6 -61.585; 73 6 6.6 -85.78; 74 6 6.6 -35.9755;
75 6 6.6 -55.4845; 76 6 6.6 -49.216; 77 6 6.6 -79.78; 78 6 6.6 -73.78;
79 6 6.6 -67.681; 80 16.9758 7.69149 -7.622; 81 30.3109 9.00868 -7.622;
82 16.9758 7.69149 -15.244; 83 16.9758 7.69149 -22.561;
84 16.9758 7.69149 -27.439; 85 16.9758 7.69149 -32.317;
86 30.3109 9.00868 -15.244; 87 30.3109 9.00868 -22.561;
88 30.3109 9.00868 -27.439; 89 30.3109 9.00868 -32.317;
90 40.2592 8.99225 -22.561; 91 40.2592 8.99225 -15.244;
92 40.2592 8.99225 -7.622; 93 40.2592 8.99225 0; 94 3.98015 6.39802 -15.242;
95 3.98015 6.39802 -22.561; 96 3.98 6.398 -27.4363; 97 3.98 6.398 -32.3157;
98 3.98015 6.39802 -7.62133; 99 46.0991 8.39613 -15.244;
100 46.0991 8.39613 -7.622; 101 23.6433 8.35008 -7.622;
102 23.6433 8.35008 -15.244; 103 6 6.6 0; 104 19.9613 7.98638 -32.317;
105 26.9672 8.6784 -32.317; 106 19.9613 7.98638 -27.439;
107 26.9672 8.6784 -27.439;
MEMBER INCIDENCES
1 1 4; 3 5 93; 4 6 3; 5 5 2; 6 4 103; 7 8 5; 8 7 8; 9 92 11; 10 12 10; 11 11 9;
12 91 15; 13 16 14; 14 15 13; 15 90 19; 16 20 18; 17 19 17; 18 20 16; 19 16 12;
20 12 6; 21 19 15; 22 15 11; 23 11 5; 24 22 80; 25 21 22; 26 24 82; 27 23 24;
28 26 83; 29 25 26; 33 31 32; 34 33 34; 35 34 95; 36 36 37; 37 71 37; 38 39 40;
39 72 40; 40 42 43; 41 43 73; 42 43 68; 43 40 65; 44 37 62; 45 34 60; 46 44 45;
47 46 35; 48 41 47; 49 48 49; 50 50 51; 51 52 53; 52 55 54; 53 56 57; 54 26 29;
55 29 32; 56 27 58; 57 30 59; 58 32 85; 59 29 84; 60 30 27; 61 27 19; 62 60 61;
63 61 4; 64 60 94; 65 61 98; 66 26 24; 67 24 22; 68 22 8; 69 62 63; 70 63 64;
71 64 34; 72 32 97; 73 29 96; 74 45 74; 75 32 45; 76 45 35; 77 65 66; 78 66 37;
79 56 75; 80 54 76; 81 35 54; 82 54 56; 83 56 38; 84 52 50; 85 50 48; 86 41 67;
87 67 48; 88 68 69; 89 69 70; 90 70 40; 91 67 77; 92 48 78; 93 50 79; 94 71 35;
95 72 38; 96 73 41; 97 74 62; 98 75 65; 99 76 66; 100 77 68; 101 78 69;
102 79 70; 103 80 101; 104 81 11; 105 82 102; 106 83 87; 107 84 106;
108 85 104; 109 86 15; 110 87 19; 111 88 27; 112 89 30; 113 90 20; 114 91 99;
115 92 100; 116 93 6; 117 24 94; 118 26 95; 119 96 64; 120 97 63; 121 22 98;
122 60 98; 123 61 94; 124 98 24; 125 94 22; 126 24 80; 127 22 82; 130 86 11;
131 81 15; 132 15 92; 133 11 91; 134 99 16; 135 100 12; 136 91 100; 137 92 99;
138 99 12; 139 100 16; 140 101 81; 141 102 86; 142 82 101; 143 80 102;
144 102 81; 145 101 86; 146 40 75; 147 65 72; 148 72 56; 149 75 52; 150 103 8;
151 104 105; 152 105 89; 153 106 107; 154 107 88;
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
37 97 TO 102 TAPERED 0.5 0.005 0.6 0.25 0.008 0.25 0.008
74 79 80 91 TO 95 TAPERED 0.5 0.005 0.5 0.25 0.008 0.25 0.008
41 96 TAPERED 0.5 0.004 0.5 0.2 0.008 0.2 0.008
7 TAPERED 0.5 0.005 0.5 0.2 0.008 0.2 0.008
9 12 15 TAPERED 0.5 0.005 0.8 0.2 0.008 0.2 0.008
34 36 TAPERED 0.5 0.005 0.5 0.25 0.01 0.25 0.01
1 40 TAPERED 0.5 0.005 0.5 0.2 0.008 0.2 0.008
4 5 8 10 11 13 14 16 17 25 27 29 33 46 TO 53 56 57 PRIS YD 0.4 ZD 0.5
18 TO 23 60 61 66 TO 68 75 76 81 TO 87 PRIS ROUND STA 0.095 END 0.095 THI 0.003
54 55 TAPERED 0.7 0.006 0.7 0.3 0.012 0.3 0.012
45 62 63 TAPERED 0.6 0.005 0.6 0.25 0.01 0.25 0.01
44 69 TO 71 TAPERED 0.6 0.005 0.6 0.25 0.012 0.25 0.012
103 105 106 140 141 TAPERED 0.5 0.005 0.5 0.25 0.008 0.25 0.008
24 26 28 TAPERED 0.75 0.005 0.5 0.25 0.008 0.25 0.008
104 109 TO 112 TAPERED 0.5 0.005 0.8 0.25 0.008 0.25 0.008
58 59 TAPERED 0.85 0.006 0.55 0.25 0.008 0.25 0.008
113 TO 115 134 135 TAPERED 0.5 0.005 0.5 0.2 0.008 0.2 0.008
116 TAPERED 0.5 0.005 0.5 0.2 0.008 0.2 0.008
3 TAPERED 0.5 0.005 0.5 0.2 0.008 0.2 0.008
35 64 65 119 120 TAPERED 0.5 0.005 0.5 0.25 0.008 0.25 0.008
117 118 121 TAPERED 0.8 0.005 0.5 0.25 0.008 0.25 0.008
122 TO 127 130 TO 133 136 TO 139 142 TO 149 PRIS YD 0.016
150 TAPERED 0.5 0.005 0.5 0.2 0.008 0.2 0.008
6 TAPERED 0.5 0.005 0.5 0.2 0.008 0.2 0.008
MEMBER PROPERTY AMERICAN
42 88 TO 90 TAPERED 0.8 0.006 0.8 0.32 0.012 0.32 0.012
43 77 78 TAPERED 0.7 0.005 0.7 0.3 0.01 0.3 0.1
MEMBER PROPERTY AMERICAN
107 108 TAPERED 0.55 0.005 0.65 0.25 0.008 0.25 0.008
151 153 TAPERED 0.65 0.005 0.65 0.25 0.008 0.25 0.008
152 154 TAPERED 0.65 0.005 0.5 0.25 0.008 0.25 0.008
MEMBER PROPERTY AMERICAN
72 73 TAPERED 0.85 0.006 0.5 0.28 0.008 0.28 0.008
38 TAPERED 0.5 0.005 0.5 0.25 0.01 0.25 0.01
39 TAPERED 0.5 0.005 0.6 0.25 0.008 0.25 0.008
CONSTANTS
MATERIAL STEEL MEMB 1 3 6 7 9 12 15 18 TO 24 26 28 34 TO 45 54 55 58 TO 127 -
130 TO 154
MATERIAL CONCRETE MEMB 4 5 8 10 11 13 14 16 17 25 27 29 33 46 TO 53 56 57
SUPPORTS
2 3 7 9 10 13 14 17 18 21 23 25 31 44 46 47 49 51 53 55 57 TO 59 FIXED
1 33 36 39 42 PINNED
MEMBER RELEASE
4 5 8 10 11 13 14 16 17 42 TO 45 48 TO 51 53 54 56 57 START MZ
25 27 29 33 46 47 52 55 63 71 78 90 END MZ
LOAD 1 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1
MEMBER LOAD
9 12 15 24 26 28 35 37 39 58 59 64 65 72 TO 74 79 80 91 TO 95 97 TO 115 117 -
118 TO 121 134 135 140 141 151 TO 154 UNI GY -0.85
3 6 7 41 96 116 150 UNI GY -0.425
LOAD 2 LOADTYPE Live TITLE LL
MEMBER LOAD
9 12 15 24 26 28 35 37 39 58 59 64 65 72 TO 74 79 80 91 TO 95 97 TO 115 117 -
118 TO 121 134 135 140 141 151 TO 154 UNI GY -4.41
3 6 7 41 96 116 150 UNI GY -2.205
LOAD 3 LOADTYPE Wind TITLE WLL(IP)
MEMBER LOAD
24 26 28 35 58 59 64 65 72 73 103 TO 112 117 TO 121 140 141 151 TO 153 -
154 UNI Y 6.19
9 12 15 113 TO 115 134 135 UNI Y 4.62
10 13 16 UNI GX 1.89
6 7 150 UNI Y 3.455
3 116 UNI Y 2.31
4 UNI GX 0.945
5 UNI GZ 1.3
57 UNI GZ -1.3
LOAD 4 LOADTYPE Wind TITLE WLL(IS)
MEMBER LOAD
25 27 29 33 34 36 38 46 47 49 TO 53 UNI GX 5.89
1 8 40 48 UNI GX 2.945
10 13 UNI GX -3.99
4 16 UNI GX -1.995
24 26 28 35 58 59 64 65 72 73 103 TO 112 117 TO 121 140 141 151 TO 153 -
154 UNI Y 1.01
6 7 150 UNI Y 0.505
9 12 15 113 TO 115 134 135 UNI Y -1.26
3 116 UNI Y -0.63
5 UNI GZ 1.3
57 UNI GZ -1.3
LOAD 5 LOADTYPE Wind TITLE WLR(IP)
MEMBER LOAD
34 UNI GX -2.31
1 UNI GX 1.155
24 26 28 35 58 59 64 65 72 73 103 TO 112 117 TO 121 140 141 151 TO 153 -
154 UNI Y 4.62
6 7 150 UNI Y 2.31
9 12 114 115 134 135 UNI Y 6.91
3 15 113 116 UNI Y 3.455
LOAD 6 LOADTYPE Wind TITLE WLL(IS)
MEMBER LOAD
34 UNI GX 3.99
1 UNI GX 1.995
10 13 UNI GX -5.89
4 16 UNI GX -2.945
24 26 28 35 58 59 64 65 72 73 103 TO 112 117 TO 121 140 141 151 TO 153 -
154 UNI Y -1.26
6 7 150 UNI Y -0.63
9 12 15 113 TO 115 134 135 UNI Y 1.018
3 116 UNI Y 0.509
LOAD 7 LOADTYPE Wind TITLE WLG(IP)
MEMBER LOAD
34 UNI GX 0.84
1 UNI GX 0.42
10 13 UNI GX -0.84
4 16 UNI GX -0.42
9 12 15 24 26 28 35 58 59 64 65 72 73 103 TO 115 117 TO 121 134 135 140 141 -
151 TO 154 UNI Y 0.42
3 6 7 116 150 UNI Y 0.21
5 8 UNI GZ -2.52
5 8 UNI GZ -5.89
LOAD 8 LOADTYPE Wind TITLE WLG(IS)
MEMBER LOAD
34 UNI GX -1.2
1 UNI GX -0.6
10 13 UNI GX 1.2
4 16 UNI GX 0.6
9 12 15 24 26 28 35 58 59 64 65 72 73 103 TO 115 117 TO 121 134 135 140 141 -
151 TO 154 UNI Y 6.31
3 6 7 116 150 UNI Y 3.155
5 8 UNI GZ 3.36
LOAD 9 LOADTYPE Wind TITLE WL 0(IP)
MEMBER LOAD
37 39 97 TO 102 UNI Y 6.57
41 UNI Y 3.285
74 79 80 91 TO 95 UNI Y 4.63
96 UNI Y 2.315
LOAD 10 LOADTYPE Wind TITLE WL 0(IS)
MEMBER LOAD
36 38 46 47 49 TO 53 UNI GX 5.41
40 48 UNI GX 2.705
37 39 97 TO 102 UNI Y 1.15
41 UNI Y 0.575
74 79 80 91 TO 95 UNI Y 0.77
96 UNI Y 0.385
LOAD 11 LOADTYPE Wind TITLE WL 90(IP)
MEMBER LOAD
36 38 UNI GX -4.63
40 UNI GX -2.315
37 39 97 TO 102 UNI Y 6.57
41 UNI Y 3.285
74 79 80 91 TO 95 UNI Y 4.63
96 UNI Y 2.315
LOAD 12 LOADTYPE Wind TITLE WL 90(IS)
MEMBER LOAD
36 38 46 47 49 TO 53 UNI GX 0.77
40 UNI GX 0.385
37 39 97 TO 102 UNI Y 1.15
41 UNI Y 0.575
74 79 80 91 TO 95 UNI Y 0.77
96 UNI Y 0.385
LOAD 13 LOADTYPE Wind TITLE WL 180(IP)
MEMBER LOAD
37 39 97 TO 102 UNI Y 4.63
41 UNI Y 2.315
74 79 80 91 TO 95 UNI Y 6.57
96 UNI Y 3.285
LOAD 14 LOADTYPE Wind TITLE WL 180(IS)
MEMBER LOAD
37 39 97 TO 102 UNI Y 0.773
41 UNI Y 0.3875
74 79 80 91 TO 95 UNI Y 1.15
96 UNI Y 0.575
LOAD COMB 15 DL+LL
1 1.0 2 1.0
LOAD COMB 16 DL+WL
1 1.0 3 1.0
LOAD COMB 17 DL+WL
1 1.0 4 1.0
LOAD COMB 18 DL+WL
1 1.0 5 1.0
LOAD COMB 19 DL+WL
1 1.0 6 1.0
LOAD COMB 20 DL+WL
1 1.0 7 1.0
LOAD COMB 21 DL+WL
1 1.0 8 1.0
LOAD COMB 22 DL+WL
1 1.0 9 1.0
LOAD COMB 23 DL+WL
1 1.0 10 1.0
LOAD COMB 24 DL+WL
1 1.0 11 1.0
LOAD COMB 25 DL+WL
1 1.0 12 1.0
LOAD COMB 26 DL+WL
1 1.0 13 1.0
LOAD COMB 27 DL+WL
1 1.0 14 1.0
LOAD COMB 28 DL+LL+WL
1 1.0 2 1.0 3 1.0
LOAD COMB 29 DL+LL+WL
1 1.0 2 1.0 4 1.0
LOAD COMB 30 DL+LL+WL
1 1.0 2 1.0 5 1.0
LOAD COMB 31 DL+LL+WL
1 1.0 2 1.0 6 1.0
LOAD COMB 32 DL+LL+WL
1 1.0 2 1.0 7 1.0
LOAD COMB 33 DL+LL+WL
1 1.0 2 1.0 8 1.0
LOAD COMB 34 DL+LL+WL
1 1.0 2 1.0 9 1.0
LOAD COMB 35 DL+LL+WL
1 1.0 2 1.0 10 1.0
LOAD COMB 36 DL+LL+WL
1 1.0 2 1.0 11 1.0
LOAD COMB 37 DL+LL+WL
1 1.0 2 1.0 12 1.0
LOAD COMB 38 DL+LL+WL
1 1.0 2 1.0 13 1.0
LOAD COMB 39 DL+LL+WL
1 1.0 2 1.0 14 1.0
PERFORM ANALYSIS
LOAD LIST 15 TO 39
PARAMETER 1
CODE AISC
FYLD 350000 MEMB 1 3 6 7 9 12 15 18 TO 24 26 28 34 TO 45 54 55 58 TO 121 134 -
135 140 141 150 TO 154
LY 1.5 MEMB 3 6 7 9 12 15 24 26 28 35 37 39 41 58 59 64 65 72 TO 74 79 80 -
91 TO 121 134 135 140 141 150 TO 154
UNB 1.5 MEMB 3 6 7 9 12 15 24 26 28 35 37 39 41 58 59 64 65 72 TO 74 79 80 -
91 TO 121 134 135 140 141 150 TO 154
UNT 1.5 MEMB 3 6 7 9 12 15 24 26 28 35 37 39 41 58 59 64 65 72 TO 74 79 80 -
91 TO 121 134 135 140 141 150 TO 154
LZ 22.56 MEMB 45 62 63
LZ 20.25 MEMB 44 69 TO 71
LZ 18.77 MEMB 43 77 78
LZ 24.19 MEMB 42 88 TO 90
LZ 9.76 MEMB 54 55
LZ 23.4 MEMB 7 17 24 26 28 58 59 103 TO 112 140 141 151 TO 154
LZ 16.74 MEMB 3 9 12 15 113 TO 116 134 135
LZ 12.06 MEMB 6 35 37 39 41 64 65 72 TO 74 79 80 91 TO 102 117 TO 121 150
TRACK 2 ALL
CHECK CODE MEMB 1 3 6 7 9 12 15 24 26 28 34 TO 45 54 55 58 59 62 TO 65 69 -
70 TO 74 77 TO 80 88 TO 121 134 135 140 141 150 TO 154
FINISH