Dear all,
Please help me finding a solution for designing steel structure with front to front channel section as column. I am using staad v8i select series 1 (BS CODE).
After analysis it gives two warnings as
1) **WARNING** DESIGN NOT PERFORMED WITH FACE-TO-FACE CHANNEL SECTIONS (Output after using channel front to front)
2) **WARNING** DESIGN NOT PERFORMED WITH PRISMATIC PROPERTIES (Output after using prismatic section with same properties as front to front channel section)
I am using staad for 7 years but never faced this sort of problem.
Anyone who has the solution pls respond.
STAAD INPUT FILE NO-1
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 16-Apr-14
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0.3 0; 2 0 2.8 0; 3 0 0.3 6; 4 0 2.8 6; 5 0 3.8 0; 6 0 2.8 -1; 7 0 2.8 1;
8 0 2.8 2; 9 0 2.8 3; 10 0 2.8 4; 11 0 2.8 5; 12 0 2.96667 5; 13 0 3.13333 4;
14 0 3.3 3; 15 0 3.46667 2; 16 0 3.63333 1; 17 3 0.3 0; 18 3 2.8 0; 19 3 0.3 6;
20 3 2.8 6; 21 3 3.8 0; 22 3 2.8 -1; 23 3 2.8 1; 24 3 2.8 2; 25 3 2.8 3;
26 3 2.8 4; 27 3 2.8 5; 28 3 2.96667 5; 29 3 3.13333 4; 30 3 3.3 3;
31 3 3.46667 2; 32 3 3.63333 1; 33 6 0.3 0; 34 6 2.8 0; 35 6 0.3 6; 36 6 2.8 6;
37 6 3.8 0; 38 6 2.8 -1; 39 6 2.8 1; 40 6 2.8 2; 41 6 2.8 3; 42 6 2.8 4;
43 6 2.8 5; 44 6 2.96667 5; 45 6 3.13333 4; 46 6 3.3 3; 47 6 3.46667 2;
48 6 3.63333 1; 49 9 0.3 0; 50 9 2.8 0; 51 9 0.3 6; 52 9 2.8 6; 53 9 3.8 0;
54 9 2.8 -1; 55 9 2.8 1; 56 9 2.8 2; 57 9 2.8 3; 58 9 2.8 4; 59 9 2.8 5;
60 9 2.96667 5; 61 9 3.13333 4; 62 9 3.3 3; 63 9 3.46667 2; 64 9 3.63333 1;
65 12 0.3 0; 66 12 2.8 0; 67 12 0.3 6; 68 12 2.8 6; 69 12 3.8 0; 70 12 2.8 -1;
71 12 2.8 1; 72 12 2.8 2; 73 12 2.8 3; 74 12 2.8 4; 75 12 2.8 5;
76 12 2.96667 5; 77 12 3.13333 4; 78 12 3.3 3; 79 12 3.46667 2;
80 12 3.63333 1; 81 15 0.3 0; 82 15 2.8 0; 83 15 0.3 6; 84 15 2.8 6;
85 15 3.8 0; 86 15 2.8 -1; 87 15 2.8 1; 88 15 2.8 2; 89 15 2.8 3; 90 15 2.8 4;
91 15 2.8 5; 92 15 2.96667 5; 93 15 3.13333 4; 94 15 3.3 3; 95 15 3.46667 2;
96 15 3.63333 1;
MEMBER INCIDENCES
1 1 2; 2 3 4; 3 2 7; 4 4 12; 5 2 5; 6 5 6; 7 6 2; 8 7 8; 9 8 9; 10 9 10;
11 10 11; 12 11 4; 13 5 7; 14 12 13; 15 13 14; 16 14 15; 17 15 16; 18 16 5;
19 7 16; 20 8 15; 21 9 14; 22 10 13; 23 11 12; 24 16 8; 25 15 9; 26 14 10;
27 13 11; 28 17 18; 29 19 20; 30 18 23; 31 20 28; 32 18 21; 33 21 22; 34 22 18;
35 23 24; 36 24 25; 37 25 26; 38 26 27; 39 27 20; 40 21 23; 41 28 29; 42 29 30;
43 30 31; 44 31 32; 45 32 21; 46 23 32; 47 24 31; 48 25 30; 49 26 29; 50 27 28;
51 32 24; 52 31 25; 53 30 26; 54 29 27; 55 33 34; 56 35 36; 57 34 39; 58 36 44;
59 34 37; 60 37 38; 61 38 34; 62 39 40; 63 40 41; 64 41 42; 65 42 43; 66 43 36;
67 37 39; 68 44 45; 69 45 46; 70 46 47; 71 47 48; 72 48 37; 73 39 48; 74 40 47;
75 41 46; 76 42 45; 77 43 44; 78 48 40; 79 47 41; 80 46 42; 81 45 43; 82 49 50;
83 51 52; 84 50 55; 85 52 60; 86 50 53; 87 53 54; 88 54 50; 89 55 56; 90 56 57;
91 57 58; 92 58 59; 93 59 52; 94 53 55; 95 60 61; 96 61 62; 97 62 63; 98 63 64;
99 64 53; 100 55 64; 101 56 63; 102 57 62; 103 58 61; 104 59 60; 105 64 56;
106 63 57; 107 62 58; 108 61 59; 109 65 66; 110 67 68; 111 66 71; 112 68 76;
113 66 69; 114 69 70; 115 70 66; 116 71 72; 117 72 73; 118 73 74; 119 74 75;
120 75 68; 121 69 71; 122 76 77; 123 77 78; 124 78 79; 125 79 80; 126 80 69;
127 71 80; 128 72 79; 129 73 78; 130 74 77; 131 75 76; 132 80 72; 133 79 73;
134 78 74; 135 77 75; 136 81 82; 137 83 84; 138 82 87; 139 84 92; 140 82 85;
141 85 86; 142 86 82; 143 87 88; 144 88 89; 145 89 90; 146 90 91; 147 91 84;
148 85 87; 149 92 93; 150 93 94; 151 94 95; 152 95 96; 153 96 85; 154 87 96;
155 88 95; 156 89 94; 157 90 93; 158 91 92; 159 96 88; 160 95 89; 161 94 90;
162 93 91; 163 2 18; 164 18 34; 165 34 50; 166 50 66; 167 66 82; 168 4 20;
169 20 36; 170 36 52; 171 52 68; 172 68 84; 173 5 21; 174 21 37; 175 37 53;
176 53 69; 177 69 85; 178 6 22; 179 22 38; 180 38 54; 181 54 70; 182 70 86;
203 14 30; 204 30 46; 205 46 62; 206 62 78; 207 78 94; 208 9 25; 209 25 41;
210 41 57; 211 57 73; 212 73 89; 213 37 62; 214 53 46; 215 46 52; 216 62 36;
217 38 53; 218 54 37;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
END DEFINE MATERIAL
MEMBER PROPERTY BRITISH
1 2 5 28 29 32 55 56 59 82 83 86 109 110 113 136 137 -
140 TABLE FR CH200X75X23 SP 0.01
3 4 8 TO 12 14 TO 18 30 31 35 TO 39 41 TO 45 57 58 62 TO 66 68 TO 72 84 85 -
89 TO 93 95 TO 99 111 112 116 TO 120 122 TO 126 138 139 143 TO 147 -
149 TO 153 TABLE LD UA90X90X6
6 7 13 19 TO 27 33 34 40 46 TO 54 60 61 67 73 TO 81 87 88 94 100 TO 108 114 -
115 121 127 TO 135 141 142 148 154 TO 162 TABLE ST UA70X70X6
163 TO 182 203 TO 212 TABLE LD UA90X90X7
213 TO 218 TABLE LD UA60X60X6
CONSTANTS
BETA 90 MEMB 1 2 5 28 29 32 55 56 59 82 83 86 109 110 113 136 137 140
MATERIAL STEEL ALL
SUPPORTS
1 3 17 19 33 35 49 51 65 67 81 83 FIXED
******************************************
*******DEAD LOAD*****************************
MEMBER RELEASE
13 19 TO 27 40 46 TO 54 67 73 TO 81 94 100 TO 108 121 127 TO 135 148 -
154 TO 162 213 TO 218 START MY MZ
13 19 TO 27 40 46 TO 54 67 73 TO 81 94 100 TO 108 121 127 TO 135 148 -
154 TO 162 213 TO 218 END MY MZ
163 TO 182 203 TO 212 START MY MZ
163 TO 182 203 TO 212 END MY MZ
LOAD 1 LOADTYPE None TITLE DEAD LOAD
SELFWEIGHT Y -1 LIST 1 TO 182 203 TO 218
MEMBER LOAD
4 6 14 TO 18 31 33 41 TO 45 58 60 68 TO 72 85 87 95 TO 99 112 114 122 TO 126 -
139 141 149 TO 153 UNI GY -0.36
*********LIVE LOAD****************************
LOAD 2 LOADTYPE None TITLE LIVE LOAD
MEMBER LOAD
4 6 14 TO 18 31 33 41 TO 45 58 60 68 TO 72 85 87 95 TO 99 112 114 122 TO 126 -
139 141 149 TO 153 UNI GY -1.8
**********WIND LOAD********************************
LOAD 3 LOADTYPE None TITLE WL1
MEMBER LOAD
4 6 14 TO 18 31 33 41 TO 45 58 60 68 TO 72 85 87 95 TO 99 112 114 122 TO 126 -
139 141 149 TO 153 UNI Y -1.01
LOAD 4 LOADTYPE None TITLE WL2
MEMBER LOAD
4 6 14 TO 18 31 33 41 TO 45 58 60 68 TO 72 85 87 95 TO 99 112 114 122 TO 126 -
139 141 149 TO 153 UNI Y 2.43
JOINT LOAD
4 5 14 20 21 30 36 37 46 52 53 62 68 69 78 84 85 94 FZ 0.14
LOAD 5 LOADTYPE None TITLE WL3
MEMBER LOAD
4 6 14 TO 18 31 33 41 TO 45 58 60 68 TO 72 85 87 95 TO 99 112 114 122 TO 126 -
139 141 149 TO 153 UNI Y 2.23
JOINT LOAD
4 5 14 20 21 30 36 37 46 52 53 62 68 69 78 84 85 94 FZ -0.14
********************************************************************************
*LOAD COMBINATION FOR MEMBER DESIGN/STRENGTH CHECK*********************************
********************************************************************************
LOAD COMB 101 DL
1 1.6
LOAD COMB 102 DL+LL
1 1.4 2 1.6
LOAD COMB 103 DL+WL1
1 1.4 3 1.4
LOAD COMB 104 DL+WL2
1 1.4 4 1.4
LOAD COMB 105 DL+WL3
1 1.4 5 1.4
LOAD COMB 106 DL+LL+WL1
1 1.2 2 1.2 3 1.2
LOAD COMB 107 DL+LL+WL2
1 1.2 2 1.2 4 1.2
LOAD COMB 108 DL+LL+WL3
1 1.2 2 1.2 5 1.2
********************************************************
*****LOAD COMB FOR FOUNDATION DESIGN********************
**********************************************************************
LOAD COMB 201 DL
1 1.0
LOAD COMB 202 DL+LL
1 1.0 2 1.0
LOAD COMB 203 DL+WL1
1 1.0 3 1.0
LOAD COMB 204 DL+WL2
1 1.0 4 1.0
LOAD COMB 205 DL+WL3
1 1.0 5 1.0
LOAD COMB 206 DL+LL+WL1
1 0.8 2 0.8 3 0.8
LOAD COMB 207 DL+LL+WL2
1 0.8 2 0.8 4 0.8
LOAD COMB 208 DL+LL+WL3
1 0.8 2 0.8 5 0.8
************************************************
PERFORM ANALYSIS
PARAMETER 1
CODE BS5950
BEAM 3 ALL
MAIN 1 MEMB 1 2 5 28 29 32 55 56 59 82 83 86 109 110 113 136 137 140
KZ 1 MEMB 213 TO 218
KY 0.5 MEMB 213 TO 218
LY 3.04 MEMB 4 14 TO 18 31 41 TO 45 58 68 TO 72 85 95 TO 99 112 122 TO 126 -
139 149 TO 153
LY 3 MEMB 3 8 TO 12 30 35 TO 39 57 62 TO 66 84 89 TO 93 111 116 TO 120 138 -
143 TO 147
MAIN 2 MEMB 3 4 6 TO 27 30 31 33 TO 54 57 58 60 TO 81 84 85 87 TO 108 111 -
112 114 TO 135 138 139 141 TO 182 203 TO 212
MAIN 3 MEMB 213 TO 218
PY 275000 ALL
RATIO 1 ALL
SBLT 0 ALL
SGR 0 ALL
STEEL TAKE OFF LIST 1 TO 182 203 TO 218
STEEL MEMBER TAKE OFF LIST 1 TO 182 203 TO 218
CHECK CODE ALL
FINISH
STAAD INPUT FILE NO-2
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 16-Apr-14
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0.3 0; 2 0 2.8 0; 3 0 0.3 6; 4 0 2.8 6; 5 0 3.8 0; 6 0 2.8 -1; 7 0 2.8 1;
8 0 2.8 2; 9 0 2.8 3; 10 0 2.8 4; 11 0 2.8 5; 12 0 2.96667 5; 13 0 3.13333 4;
14 0 3.3 3; 15 0 3.46667 2; 16 0 3.63333 1; 17 3 0.3 0; 18 3 2.8 0; 19 3 0.3 6;
20 3 2.8 6; 21 3 3.8 0; 22 3 2.8 -1; 23 3 2.8 1; 24 3 2.8 2; 25 3 2.8 3;
26 3 2.8 4; 27 3 2.8 5; 28 3 2.96667 5; 29 3 3.13333 4; 30 3 3.3 3;
31 3 3.46667 2; 32 3 3.63333 1; 33 6 0.3 0; 34 6 2.8 0; 35 6 0.3 6; 36 6 2.8 6;
37 6 3.8 0; 38 6 2.8 -1; 39 6 2.8 1; 40 6 2.8 2; 41 6 2.8 3; 42 6 2.8 4;
43 6 2.8 5; 44 6 2.96667 5; 45 6 3.13333 4; 46 6 3.3 3; 47 6 3.46667 2;
48 6 3.63333 1; 49 9 0.3 0; 50 9 2.8 0; 51 9 0.3 6; 52 9 2.8 6; 53 9 3.8 0;
54 9 2.8 -1; 55 9 2.8 1; 56 9 2.8 2; 57 9 2.8 3; 58 9 2.8 4; 59 9 2.8 5;
60 9 2.96667 5; 61 9 3.13333 4; 62 9 3.3 3; 63 9 3.46667 2; 64 9 3.63333 1;
65 12 0.3 0; 66 12 2.8 0; 67 12 0.3 6; 68 12 2.8 6; 69 12 3.8 0; 70 12 2.8 -1;
71 12 2.8 1; 72 12 2.8 2; 73 12 2.8 3; 74 12 2.8 4; 75 12 2.8 5;
76 12 2.96667 5; 77 12 3.13333 4; 78 12 3.3 3; 79 12 3.46667 2;
80 12 3.63333 1; 81 15 0.3 0; 82 15 2.8 0; 83 15 0.3 6; 84 15 2.8 6;
85 15 3.8 0; 86 15 2.8 -1; 87 15 2.8 1; 88 15 2.8 2; 89 15 2.8 3; 90 15 2.8 4;
91 15 2.8 5; 92 15 2.96667 5; 93 15 3.13333 4; 94 15 3.3 3; 95 15 3.46667 2;
96 15 3.63333 1;
MEMBER INCIDENCES
1 1 2; 2 3 4; 3 2 7; 4 4 12; 5 2 5; 6 5 6; 7 6 2; 8 7 8; 9 8 9; 10 9 10;
11 10 11; 12 11 4; 13 5 7; 14 12 13; 15 13 14; 16 14 15; 17 15 16; 18 16 5;
19 7 16; 20 8 15; 21 9 14; 22 10 13; 23 11 12; 24 16 8; 25 15 9; 26 14 10;
27 13 11; 28 17 18; 29 19 20; 30 18 23; 31 20 28; 32 18 21; 33 21 22; 34 22 18;
35 23 24; 36 24 25; 37 25 26; 38 26 27; 39 27 20; 40 21 23; 41 28 29; 42 29 30;
43 30 31; 44 31 32; 45 32 21; 46 23 32; 47 24 31; 48 25 30; 49 26 29; 50 27 28;
51 32 24; 52 31 25; 53 30 26; 54 29 27; 55 33 34; 56 35 36; 57 34 39; 58 36 44;
59 34 37; 60 37 38; 61 38 34; 62 39 40; 63 40 41; 64 41 42; 65 42 43; 66 43 36;
67 37 39; 68 44 45; 69 45 46; 70 46 47; 71 47 48; 72 48 37; 73 39 48; 74 40 47;
75 41 46; 76 42 45; 77 43 44; 78 48 40; 79 47 41; 80 46 42; 81 45 43; 82 49 50;
83 51 52; 84 50 55; 85 52 60; 86 50 53; 87 53 54; 88 54 50; 89 55 56; 90 56 57;
91 57 58; 92 58 59; 93 59 52; 94 53 55; 95 60 61; 96 61 62; 97 62 63; 98 63 64;
99 64 53; 100 55 64; 101 56 63; 102 57 62; 103 58 61; 104 59 60; 105 64 56;
106 63 57; 107 62 58; 108 61 59; 109 65 66; 110 67 68; 111 66 71; 112 68 76;
113 66 69; 114 69 70; 115 70 66; 116 71 72; 117 72 73; 118 73 74; 119 74 75;
120 75 68; 121 69 71; 122 76 77; 123 77 78; 124 78 79; 125 79 80; 126 80 69;
127 71 80; 128 72 79; 129 73 78; 130 74 77; 131 75 76; 132 80 72; 133 79 73;
134 78 74; 135 77 75; 136 81 82; 137 83 84; 138 82 87; 139 84 92; 140 82 85;
141 85 86; 142 86 82; 143 87 88; 144 88 89; 145 89 90; 146 90 91; 147 91 84;
148 85 87; 149 92 93; 150 93 94; 151 94 95; 152 95 96; 153 96 85; 154 87 96;
155 88 95; 156 89 94; 157 90 93; 158 91 92; 159 96 88; 160 95 89; 161 94 90;
162 93 91; 163 2 18; 164 18 34; 165 34 50; 166 50 66; 167 66 82; 168 4 20;
169 20 36; 170 36 52; 171 52 68; 172 68 84; 173 5 21; 174 21 37; 175 37 53;
176 53 69; 177 69 85; 178 6 22; 179 22 38; 180 38 54; 181 54 70; 182 70 86;
203 14 30; 204 30 46; 205 46 62; 206 62 78; 207 78 94; 208 9 25; 209 25 41;
210 41 57; 211 57 73; 212 73 89; 213 37 62; 214 53 46; 215 46 52; 216 62 36;
217 38 53; 218 54 37;
*START USER TABLE
*TABLE 1
*END
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
END DEFINE MATERIAL
MEMBER PROPERTY BRITISH
3 4 8 TO 12 14 TO 18 30 31 35 TO 39 41 TO 45 57 58 62 TO 66 68 TO 72 84 85 -
89 TO 93 95 TO 99 111 112 116 TO 120 122 TO 126 138 139 143 TO 147 -
149 TO 153 TABLE LD UA90X90X6
6 7 13 19 TO 27 33 34 40 46 TO 54 60 61 67 73 TO 81 87 88 94 100 TO 108 114 -
115 121 127 TO 135 141 142 148 154 TO 162 TABLE ST UA70X70X6
163 TO 182 203 TO 212 TABLE LD UA90X90X7
213 TO 218 TABLE LD UA60X60X6
UNIT CM KN
MEMBER PROPERTY BRITISH
1 5 28 29 32 55 56 59 82 83 86 109 110 113 136 137 -
140 PRIS AX 59.8 AY 0.0001 AZ 0.0001 IX 22.231 IY 2141.37 IZ 3926 YD 20 ZD 7.5
2 TABLE ST CH200X75X23
UNIT METER KN
CONSTANTS
BETA 90 MEMB 1 2 5 28 29 32 55 56 59 82 83 86 109 110 113 136 137 140
MATERIAL STEEL ALL
SUPPORTS
1 3 17 19 33 35 49 51 65 67 81 83 FIXED
******************************************
*******DEAD LOAD*****************************
MEMBER RELEASE
13 19 TO 27 40 46 TO 54 67 73 TO 81 94 100 TO 108 121 127 TO 135 148 -
154 TO 162 213 TO 218 START MY MZ
13 19 TO 27 40 46 TO 54 67 73 TO 81 94 100 TO 108 121 127 TO 135 148 -
154 TO 162 213 TO 218 END MY MZ
163 TO 182 203 TO 212 START MY MZ
163 TO 182 203 TO 212 END MY MZ
LOAD 1 LOADTYPE None TITLE DEAD LOAD
SELFWEIGHT Y -1 LIST 1 TO 182 203 TO 218
MEMBER LOAD
4 6 14 TO 18 31 33 41 TO 45 58 60 68 TO 72 85 87 95 TO 99 112 114 122 TO 126 -
139 141 149 TO 153 UNI GY -0.36
*********LIVE LOAD****************************
LOAD 2 LOADTYPE None TITLE LIVE LOAD
MEMBER LOAD
4 6 14 TO 18 31 33 41 TO 45 58 60 68 TO 72 85 87 95 TO 99 112 114 122 TO 126 -
139 141 149 TO 153 UNI GY -1.8
**********WIND LOAD********************************
LOAD 3 LOADTYPE None TITLE WL1
MEMBER LOAD
4 6 14 TO 18 31 33 41 TO 45 58 60 68 TO 72 85 87 95 TO 99 112 114 122 TO 126 -
139 141 149 TO 153 UNI Y -1.01
LOAD 4 LOADTYPE None TITLE WL2
MEMBER LOAD
4 6 14 TO 18 31 33 41 TO 45 58 60 68 TO 72 85 87 95 TO 99 112 114 122 TO 126 -
139 141 149 TO 153 UNI Y 2.43
JOINT LOAD
4 5 14 20 21 30 36 37 46 52 53 62 68 69 78 84 85 94 FZ 0.14
LOAD 5 LOADTYPE None TITLE WL3
MEMBER LOAD
4 6 14 TO 18 31 33 41 TO 45 58 60 68 TO 72 85 87 95 TO 99 112 114 122 TO 126 -
139 141 149 TO 153 UNI Y 2.23
JOINT LOAD
4 5 14 20 21 30 36 37 46 52 53 62 68 69 78 84 85 94 FZ -0.14
********************************************************************************
*LOAD COMBINATION FOR MEMBER DESIGN/STRENGTH CHECK*********************************
********************************************************************************
LOAD COMB 101 DL
1 1.6
LOAD COMB 102 DL+LL
1 1.4 2 1.6
LOAD COMB 103 DL+WL1
1 1.4 3 1.4
LOAD COMB 104 DL+WL2
1 1.4 4 1.4
LOAD COMB 105 DL+WL3
1 1.4 5 1.4
LOAD COMB 106 DL+LL+WL1
1 1.2 2 1.2 3 1.2
LOAD COMB 107 DL+LL+WL2
1 1.2 2 1.2 4 1.2
LOAD COMB 108 DL+LL+WL3
1 1.2 2 1.2 5 1.2
********************************************************
*****LOAD COMB FOR FOUNDATION DESIGN********************
**********************************************************************
LOAD COMB 201 DL
1 1.0
LOAD COMB 202 DL+LL
1 1.0 2 1.0
LOAD COMB 203 DL+WL1
1 1.0 3 1.0
LOAD COMB 204 DL+WL2
1 1.0 4 1.0
LOAD COMB 205 DL+WL3
1 1.0 5 1.0
LOAD COMB 206 DL+LL+WL1
1 0.8 2 0.8 3 0.8
LOAD COMB 207 DL+LL+WL2
1 0.8 2 0.8 4 0.8
LOAD COMB 208 DL+LL+WL3
1 0.8 2 0.8 5 0.8
************************************************
PERFORM ANALYSIS
PARAMETER 1
CODE BS5950
BEAM 3 ALL
MAIN 1 MEMB 1 2 5 28 29 32 55 56 59 82 83 86 109 110 113 136 137 140
KZ 1 MEMB 213 TO 218
KY 0.5 MEMB 213 TO 218
LY 3.04 MEMB 4 14 TO 18 31 41 TO 45 58 68 TO 72 85 95 TO 99 112 122 TO 126 -
139 149 TO 153
LY 3 MEMB 3 8 TO 12 30 35 TO 39 57 62 TO 66 84 89 TO 93 111 116 TO 120 138 -
143 TO 147
MAIN 2 MEMB 3 4 6 TO 27 30 31 33 TO 54 57 58 60 TO 81 84 85 87 TO 108 111 -
112 114 TO 135 138 139 141 TO 182 203 TO 212
MAIN 3 MEMB 213 TO 218
PY 275000 ALL
RATIO 1 ALL
SBLT 0 ALL
SGR 0 ALL
STEEL TAKE OFF LIST 1 TO 182 203 TO 218
STEEL MEMBER TAKE OFF LIST 1 TO 182 203 TO 218
CHECK CODE ALL
FINISH