my model has sunken slab and therefore situation of nodes at short distances in column has been created. while designing beam at this level; RCDC doesn't shown column and designs beams as cantilever beam. please guide to resolve the issue.

Question

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 26-Mar-21
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 8.6 0 0; 5 1.3 0 0; 7 3.2 0 0; 9 5.4 0 0; 11 7.3 0 0; 15 0 0 2.3;
16 8.6 0 2.3; 17 0 0 5.7; 18 8.6 0 5.7; 20 1.3 0 2.3; 22 3.2 0 5.7;
23 3.2 0 2.3; 24 3.2 0 1; 25 5.4 0 5.7; 26 5.4 0 2.3; 27 5.4 0 1; 29 7.3 0 2.3;
31 0 -2 0; 32 8.6 -2 0; 33 3.2 -2 0; 34 5.4 -2 0; 35 0 -2 2.3; 36 8.6 -2 2.3;
37 0 -2 5.7; 38 8.6 -2 5.7; 39 3.2 -2 5.7; 40 3.2 -2 2.3; 41 5.4 -2 5.7;
42 5.4 -2 2.3; 43 8.6 3.3 6.85; 44 0 3.3 6.85; 45 3.2 3.3 6.85;
46 5.4 3.3 6.85; 47 0 3.3 2.3; 48 8.6 3.3 2.3; 49 0 3.3 5.7; 50 8.6 3.3 5.7;
52 3.2 3.3 5.7; 53 3.2 3.3 2.3; 54 5.4 3.3 5.7; 55 5.4 3.3 2.3; 56 0 3 0;
57 8.6 3 0; 58 1.3 3 0; 59 3.2 3 0; 60 5.4 3 0; 61 7.3 3 0; 62 0 3 2.3;
63 8.6 3 2.3; 64 1.3 3 2.3; 65 3.2 3 2.3; 67 5.4 3 2.3; 69 7.3 3 2.3;
70 3.2 1.65 0; 71 5.4 1.65 0; 72 3.2 1.65 2.3; 73 3.2 1.65 1; 74 5.4 1.65 2.3;
75 5.4 1.65 1; 76 0 6 0; 77 8.6 6 0; 79 3.2 6 0; 80 5.4 6 0; 82 0 6 2.3;
83 8.6 6 2.3; 85 3.2 6 2.3; 86 3.2 6 1; 87 5.4 6 2.3; 88 5.4 6 1; 89 0 6.3 2.3;
90 8.6 6.3 2.3; 91 0 6.3 5.7; 92 8.6 6.3 5.7; 93 3.2 6.3 5.7; 94 3.2 6.3 2.3;
95 5.4 6.3 5.7; 96 5.4 6.3 2.3; 97 0 6.65 5.7; 98 0 6.65 2.3; 99 0 6.815 3.15;
100 0 6.98 4; 101 0 6.815 4.85; 102 0 6.3 3.15; 103 0 6.3 4; 104 0 6.3 4.85;
105 3.2 6.65 5.7; 106 3.2 6.65 2.3; 107 3.2 6.815 3.15; 108 3.2 6.98 4;
109 3.2 6.815 4.85; 110 3.2 6.3 3.15; 111 3.2 6.3 4; 112 3.2 6.3 4.85;
113 5.4 6.65 5.7; 114 5.4 6.65 2.3; 115 5.4 6.815 3.15; 116 5.4 6.98 4;
117 5.4 6.815 4.85; 118 5.4 6.3 3.15; 119 5.4 6.3 4; 120 5.4 6.3 4.85;
121 8.6 6.65 5.7; 122 8.6 6.65 2.3; 123 8.6 6.815 3.15; 124 8.6 6.98 4;
125 8.6 6.815 4.85; 126 8.6 6.3 3.15; 127 8.6 6.3 4; 128 8.6 6.3 4.85;
MEMBER INCIDENCES
1 1 5; 2 2 16; 7 5 20; 8 7 9; 10 7 24; 11 9 11; 13 9 27; 16 11 29; 17 1 15;
21 16 18; 22 15 20; 23 17 15; 25 17 22; 30 23 22; 33 26 25; 40 24 27; 42 16 29;
44 23 26; 46 18 25; 48 22 25; 50 1 31; 51 2 32; 52 7 33; 53 9 34; 54 15 35;
55 16 36; 56 17 37; 57 18 38; 58 22 39; 59 23 40; 60 25 41; 61 26 42; 66 15 62;
67 16 63; 68 17 49; 69 18 50; 71 22 52; 72 23 72; 73 25 54; 74 26 74; 76 43 46;
77 44 49; 78 44 45; 79 46 45; 80 48 50; 81 47 53; 82 49 47; 83 50 43; 84 49 52;
85 52 45; 86 53 52; 87 54 46; 88 55 54; 89 48 55; 92 50 54; 93 52 54; 98 56 58;
99 57 63; 101 58 64; 102 59 60; 103 59 65; 104 60 61; 105 60 67; 107 61 69;
108 56 62; 109 62 64; 112 63 69; 115 56 1; 116 59 70; 117 60 71; 118 57 2;
119 70 7; 120 71 9; 121 72 65; 122 74 67; 123 70 73; 124 71 75; 125 73 72;
126 75 74; 127 73 75; 129 72 74; 130 56 76; 131 57 77; 133 59 79; 134 60 80;
136 62 47; 137 63 48; 139 65 85; 141 67 87; 144 76 79; 145 77 83; 148 79 80;
149 79 86; 150 80 77; 151 80 88; 154 76 82; 157 86 88; 158 82 85; 159 85 87;
160 87 83; 161 90 126; 162 91 104; 163 91 93; 164 94 110; 165 96 118;
166 92 95; 167 93 95; 168 92 50; 169 95 54; 170 93 52; 171 91 49; 172 90 83;
173 96 87; 174 94 85; 175 89 82; 176 90 96; 177 96 94; 178 94 89; 179 91 97;
180 89 98; 181 98 99; 182 100 101; 183 99 100; 184 101 97; 186 99 102;
188 100 103; 190 101 104; 191 93 105; 192 94 106; 193 106 107; 194 108 109;
195 107 108; 196 109 105; 198 107 110; 200 108 111; 202 109 112; 203 95 113;
204 96 114; 205 114 115; 206 116 117; 207 115 116; 208 117 113; 210 115 118;
212 116 119; 214 117 120; 215 92 121; 216 90 122; 217 122 123; 218 124 125;
219 123 124; 220 125 121; 222 123 126; 224 124 127; 226 125 128; 227 98 106;
228 97 105; 229 99 107; 230 100 108; 231 101 109; 232 114 122; 233 106 114;
234 113 121; 235 105 113; 236 115 123; 237 107 115; 238 116 124; 239 108 116;
240 117 125; 241 109 117; 262 47 82; 263 48 83; 264 102 89; 265 103 102;
266 104 103; 267 112 93; 268 111 112; 269 110 111; 270 120 95; 271 119 120;
272 118 119; 273 128 92; 274 127 128; 275 126 127; 276 24 23; 277 27 26;
278 11 2; 279 29 26; 280 5 7; 281 20 23; 282 58 59; 283 64 65; 284 61 57;
285 69 67; 286 86 85; 287 88 87;
ELEMENT INCIDENCES SHELL
242 98 106 107 99; 243 99 100 108 107; 244 106 114 115 107;
245 107 108 116 115; 246 114 122 123 115; 247 115 116 124 123;
248 100 108 109 101; 249 101 97 105 109; 250 108 116 117 109;
251 109 105 113 117; 252 116 124 125 117; 253 117 113 121 125;
START GROUP DEFINITION
MEMBER
_COL_350X450 52 53 58 TO 61 71 TO 74 116 117 119 TO 122 133 134 139 141 169 -
170 173 174
_COL_350X400 50 51 54 TO 57 66 TO 69 115 118 130 131 136 137 168 171 172 175 -
262 263
_BEAM_LANDING 48 93 129
_BEAM_PRIME 1 2 8 10 11 13 17 21 TO 23 25 30 33 42 44 46 77 80 TO 89 92 98 -
99 102 TO 105 108 109 112 123 TO 126 144 145 148 TO 151 154 158 TO 167 176 -
177 TO 178 264 TO 287
_BEAM_SECON 7 16 40 76 78 79 101 107 127 157
_PURLIN 227 TO 241
_TRUSS 181 TO 184 193 TO 196 205 TO 208 217 TO 220
_POST 179 180 186 188 190 TO 192 198 200 202 TO 204 210 212 214 TO 216 222 -
224 226
ELEMENT
_PLATE 242 TO 253
END GROUP DEFINITION
ELEMENT PROPERTY
242 TO 253 THICKNESS 0.001
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
ISOTROPIC STEEL
E 2.05e+08
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-05
DAMP 0.03
TYPE STEEL
STRENGTH RY 1.5 RT 1.2
END DEFINE MATERIAL
CONSTANTS
MATERIAL CONCRETE MEMB 1 2 7 8 10 11 13 16 17 21 TO 23 25 30 33 40 42 44 46 -
48 50 TO 61 66 TO 69 71 TO 74 76 TO 89 92 93 98 99 101 TO 105 107 TO 109 -
112 115 TO 127 129 TO 131 133 134 136 137 139 141 144 145 148 TO 151 154 -
157 TO 178 262 TO 287
MATERIAL STEEL MEMB 179 TO 184 186 188 190 TO 196 198 200 202 TO 208 210 212 -
214 TO 220 222 224 226 TO 253
MEMBER PROPERTY
50 51 54 TO 58 60 66 TO 69 71 73 115 118 130 131 136 137 168 TO 175 262 -
263 PRIS YD 0.5 ZD 0.45
48 86 88 93 129 PRIS YD 0.45 ZD 0.3
1 2 8 10 11 13 17 21 TO 23 25 30 33 42 44 46 77 80 TO 85 87 89 92 98 99 102 -
103 TO 105 108 109 112 144 145 148 TO 151 154 158 TO 167 176 TO 178 -
264 TO 287 PRIS YD 0.4 ZD 0.3
7 16 40 76 78 79 101 107 127 157 PRIS YD 0.35 ZD 0.3
MEMBER PROPERTY TATASTRUCTURA
179 180 186 188 190 TO 192 198 200 202 TO 204 210 212 214 TO 216 222 224 -
226 TABLE ST 91.5X91.5X5.4SHS
181 TO 184 193 TO 196 205 TO 208 217 TO 220 TABLE ST 80X80X4.8SHS
227 TO 241 TABLE ST 72X72X4.8SHS
MEMBER PROPERTY
123 TO 126 PRIS YD 0.75 ZD 0.45
52 53 59 61 72 74 116 117 119 TO 122 133 134 139 141 PRIS YD 0.55 ZD 0.55
MEMBER RELEASE
7 16 101 107 START MZ
7 16 101 107 END MZ
40 76 78 79 127 157 START MX
40 76 78 79 127 157 END MX
MEMBER CRACKED CODE IS1893 2016
1 2 7 8 10 11 13 16 17 21 TO 23 25 30 33 40 42 44 46 48 76 TO 89 92 93 98 -
99 101 TO 105 107 TO 109 112 123 TO 127 129 144 145 148 TO 151 154 -
157 TO 167 176 TO 178 264 TO 287 REDUCTION RIY 0.35 RIZ 0.35
50 TO 61 66 TO 69 71 TO 74 115 TO 122 130 131 133 134 136 137 139 141 168 -
169 TO 175 262 263 REDUCTION RIY 0.7 RIZ 0.7
SUPPORTS
31 TO 42 FIXED
CUT OFF MODE SHAPE 50
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1 LIST 1 2 7 8 10 11 13 16 17 21 TO 23 25 30 33 40 42 44 46 -
48 50 TO 61 66 TO 69 71 TO 74 76 TO 89 92 93 98 99 101 TO 105 107 TO 109 -
112 115 TO 127 129 TO 131 133 134 136 137 139 141 144 145 148 TO 151 154 -
157 TO 184 186 188 190 TO 196 198 200 202 TO 208 210 212 214 TO 220 222 224 -
226 TO 253 262 263
FLOOR LOAD
YRANGE 1.6 3.3 FLOAD -4 GY
FLOOR LOAD
YRANGE 5.9 6.1 FLOAD -4 XRANGE 0 8.6 ZRANGE 0 2.3 GY
MEMBER LOAD
48 127 129 UNI GY -25 0 1.1
93 127 129 UNI GY -25 1.1 2.2
1 2 10 11 13 17 21 23 25 30 33 40 46 48 80 TO 82 84 86 88 89 92 98 99 103 -
104 TO 105 108 123 TO 126 276 TO 278 280 282 284 UNI GY -11
7 16 22 42 76 TO 79 83 101 107 109 112 144 145 148 150 154 158 TO 160 279 -
281 283 285 UNI GY -8
LOAD R2 LOADTYPE Live TITLE LL
FLOOR LOAD
YRANGE 1.6 3.3 FLOAD -2 ZRANGE 0 5.7 GY
FLOOR LOAD
YRANGE 5.9 6.1 FLOAD -10 XRANGE 0 8.6 ZRANGE 0 2.3 GY
YRANGE 1.6 3.3 FLOAD -3 XRANGE 0 8.6 ZRANGE 5.7 7 GY
LOAD R3 LOADTYPE Mass TITLE DYNAMIC MASS
SELFWEIGHT X 1
SELFWEIGHT Y 1
SELFWEIGHT Z 1
FLOOR LOAD
YRANGE 1.6 3.3 FLOAD 4 GX
YRANGE 1.6 3.3 FLOAD 4 GY
YRANGE 1.6 3.3 FLOAD 4 GZ
FLOOR LOAD
YRANGE 5.9 6.1 FLOAD 4 XRANGE 0 8.6 ZRANGE 0 2.3 GX
YRANGE 5.9 6.1 FLOAD 4 XRANGE 0 8.6 ZRANGE 0 2.3 GY
YRANGE 5.9 6.1 FLOAD 4 XRANGE 0 8.6 ZRANGE 0 2.3 GZ
MEMBER LOAD
48 127 129 UNI GX 25 0 1.1
48 127 129 UNI GY 25 0 1.1
48 127 129 UNI GZ 25 0 1.1
93 127 129 UNI GX 25 1.1 2.2
93 127 129 UNI GY 25 1.1 2.2
93 127 129 UNI GZ 25 1.1 2.2
1 2 10 11 13 17 21 23 25 30 33 40 46 48 80 TO 82 84 86 88 89 92 98 99 103 -
104 TO 105 108 123 TO 126 276 TO 278 280 282 284 UNI GX 11
1 2 10 11 13 17 21 23 25 30 33 40 46 48 80 TO 82 84 86 88 89 92 98 99 103 -
104 TO 105 108 123 TO 126 276 TO 278 280 282 284 UNI GY 11
1 2 10 11 13 17 21 23 25 30 33 40 46 48 80 TO 82 84 86 88 89 92 98 99 103 -
104 TO 105 108 123 TO 126 276 TO 278 280 282 284 UNI GZ 11
7 16 22 42 76 TO 79 83 101 107 109 112 144 145 148 150 154 158 TO 160 279 -
281 283 285 UNI GX 8
7 16 22 42 76 TO 79 83 101 107 109 112 144 145 148 150 154 158 TO 160 279 -
281 283 285 UNI GY 8
7 16 22 42 76 TO 79 83 101 107 109 112 144 145 148 150 154 158 TO 160 279 -
281 283 285 UNI GZ 8
END DEFINE REFERENCE LOADS
FLOOR DIAPHRAGM
DIA 1 TYPE RIG YR 2.9 3 MASTER 62 JOINT XR 0 3.2 ZR 0 2.5
DIA 2 TYPE RIG YR 2.9 3 MASTER 63 JOINT XR 5.4 8.6 ZR 0 2.3
DIA 3 TYPE RIG YR 3.1 3.3 MASTER 47 JOINT XR 0 3.2 ZR 3.4 5.7
DIA 4 TYPE RIG YR 3.1 3.3 MASTER 48 JOINT XR 5.4 8.6 ZR 3.4 5.7
DIA 5 TYPE RIG YR 5.9 6 MASTER 76 JOINT XR 0 8.6 ZR 0 2.3
DEFINE IS1893 2016 LOAD
ZONE 0.36 RF 5 I 1.2 SS 2 ST 1 DM 0.05 PX 0.021 PZ 0.021 DT 2
REFERENCE LOAD Y
R1 1.0
********************************************************************
*SEISMIC LOAD CASES USING EQUIVALENT LATERAL FORCE PROCEDRUE
LOAD 1 LOADTYPE Seismic TITLE EQ+X+E
1893 LOAD X 1 DEC 1.5 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE Seismic TITLE EQ+X-E
1893 LOAD X 1 DEC 1.5 ACC -0.05
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Seismic TITLE EQ-X+E
1893 LOAD X -1 DEC 1.5 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 4 LOADTYPE Seismic TITLE EQ-X-E
1893 LOAD X -1 DEC 1.5 ACC -0.05
PERFORM ANALYSIS
CHANGE
LOAD 5 LOADTYPE Seismic TITLE EQ+Z+E
1893 LOAD Z 1 DEC 1.5 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 6 LOADTYPE Seismic TITLE EQ+Z-E
1893 LOAD Z 1 DEC 1.5 ACC -0.05
PERFORM ANALYSIS
CHANGE
LOAD 7 LOADTYPE Seismic TITLE EQ-Z+E
1893 LOAD Z -1 DEC 1.5 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 8 LOADTYPE Seismic TITLE EQ-Z-E
1893 LOAD Z -1 DEC 1.5 ACC -0.05
PERFORM ANALYSIS
CHANGE
*******************************************************************
*DEAD LOAD, LIVE LOAD
LOAD 9 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1
FLOOR LOAD
YRANGE 1.6 3.3 FLOAD -4 GY
FLOOR LOAD
YRANGE 5.9 6.1 FLOAD -4 XRANGE 0 8.6 ZRANGE 0 2.3 GY
MEMBER LOAD
48 127 129 UNI GY -25 0 1.1
93 127 129 UNI GY -25 1.1 2.2
1 2 10 11 13 17 21 23 25 30 33 40 46 48 80 TO 82 84 86 88 89 92 98 99 103 -
104 TO 105 108 123 TO 126 276 TO 278 280 282 284 UNI GY -11
7 16 22 42 76 TO 79 83 101 107 109 112 144 145 148 150 154 158 TO 160 279 -
281 283 285 UNI GY -8
LOAD 10 LOADTYPE Live TITLE LL
FLOOR LOAD
YRANGE 1.6 3.3 FLOAD -2 ZRANGE 0 5.7 GY
FLOOR LOAD
YRANGE 5.9 6.1 FLOAD -10 XRANGE 0 8.6 ZRANGE 0 2.3 GY
YRANGE 1.6 3.3 FLOAD -3 XRANGE 0 8.6 ZRANGE 5.7 7 GY
********************************************************************
*SEISMIC LOAD CASES USING MODAL RESPONSE SPECTRUM PROCEDURE
*Scale Factors I/R = 1.2/5 = 0.24
LOAD 11 LOADTYPE Seismic TITLE DYNAMIC SEISMIC LOAD X+ECC
SPECTRUM CQC IS1893 2016 TOR DEC 1.5 ECC 0.05 X 0.24 DAMP 0.05 SAVE
SOIL TYPE 2
LOAD 12 LOADTYPE Seismic TITLE DYNAMIC SEISMIC LOAD X-ECC
SPECTRUM CQC IS1893 2016 TOR DEC 1 ECC -0.05 X 0.24 DAMP 0.05 SAVE
SOIL TYPE 2
LOAD 13 LOADTYPE Seismic TITLE DYNAMIC SEISMIC LOAD Z+ECC
SPECTRUM CQC IS1893 2016 TOR DEC 1.5 ECC 0.05 Z 0.24 DAMP 0.05 SAVE
SOIL TYPE 2
LOAD 14 LOADTYPE Seismic TITLE DYNAMIC SEISMIC LOAD Z-ECC
SPECTRUM CQC IS1893 2016 TOR DEC 1 ECC -0.05 Z 0.24 DAMP 0.05 SAVE
SOIL TYPE 2
LOAD COMB 15 ULC, 1.5 DEAD + 1.5 LIVE
9 1.5 10 1.5
LOAD COMB 16 ULC, 1.2 DEAD + 1.2 LIVE
9 1.2 10 1.2
LOAD COMB 17 ULC, 1.2 DEAD + 1.2 LIVE + 1.2 SEISMIC (1)
9 1.2 10 1.2 1 1.2
LOAD COMB 18 ULC, 1.2 DEAD + 1.2 LIVE + 1.2 SEISMIC (2)
9 1.2 10 1.2 2 1.2
LOAD COMB 19 ULC, 1.2 DEAD + 1.2 LIVE + 1.2 SEISMIC (3)
9 1.2 10 1.2 3 1.2
LOAD COMB 20 ULC, 1.2 DEAD + 1.2 LIVE + 1.2 SEISMIC (4)
9 1.2 10 1.2 4 1.2
LOAD COMB 21 ULC, 1.2 DEAD + 1.2 LIVE + 1.2 SEISMIC (5)
9 1.2 10 1.2 5 1.2
LOAD COMB 22 ULC, 1.2 DEAD + 1.2 LIVE + 1.2 SEISMIC (6)
9 1.2 10 1.2 6 1.2
LOAD COMB 23 ULC, 1.2 DEAD + 1.2 LIVE + 1.2 SEISMIC (7)
9 1.2 10 1.2 7 1.2
LOAD COMB 24 ULC, 1.2 DEAD + 1.2 LIVE + 1.2 SEISMIC (8)
9 1.2 10 1.2 8 1.2
LOAD COMB 25 ULC, 1.2 DEAD + 1.2 LIVE + 1.2 SEISMIC (9)
9 1.2 10 1.2 11 1.2
LOAD COMB 26 ULC, 1.2 DEAD + 1.2 LIVE + 1.2 SEISMIC (10)
9 1.2 10 1.2 12 1.2
LOAD COMB 27 ULC, 1.2 DEAD + 1.2 LIVE + 1.2 SEISMIC (11)
9 1.2 10 1.2 13 1.2
LOAD COMB 28 ULC, 1.2 DEAD + 1.2 LIVE + 1.2 SEISMIC (12)
9 1.2 10 1.2 14 1.2
LOAD COMB 29 ULC, 1.2 DEAD + 1.2 LIVE + -1.2 SEISMIC (1)
9 1.2 10 1.2 1 -1.2
LOAD COMB 30 ULC, 1.2 DEAD + 1.2 LIVE + -1.2 SEISMIC (2)
9 1.2 10 1.2 2 -1.2
LOAD COMB 31 ULC, 1.2 DEAD + 1.2 LIVE + -1.2 SEISMIC (3)
9 1.2 10 1.2 3 -1.2
LOAD COMB 32 ULC, 1.2 DEAD + 1.2 LIVE + -1.2 SEISMIC (4)
9 1.2 10 1.2 4 -1.2
LOAD COMB 33 ULC, 1.2 DEAD + 1.2 LIVE + -1.2 SEISMIC (5)
9 1.2 10 1.2 5 -1.2
LOAD COMB 34 ULC, 1.2 DEAD + 1.2 LIVE + -1.2 SEISMIC (6)
9 1.2 10 1.2 6 -1.2
LOAD COMB 35 ULC, 1.2 DEAD + 1.2 LIVE + -1.2 SEISMIC (7)
9 1.2 10 1.2 7 -1.2
LOAD COMB 36 ULC, 1.2 DEAD + 1.2 LIVE + -1.2 SEISMIC (8)
9 1.2 10 1.2 8 -1.2
LOAD COMB 37 ULC, 1.2 DEAD + 1.2 LIVE + -1.2 SEISMIC (9)
9 1.2 10 1.2 11 -1.2
LOAD COMB 38 ULC, 1.2 DEAD + 1.2 LIVE + -1.2 SEISMIC (10)
9 1.2 10 1.2 12 -1.2
LOAD COMB 39 ULC, 1.2 DEAD + 1.2 LIVE + -1.2 SEISMIC (11)
9 1.2 10 1.2 13 -1.2
LOAD COMB 40 ULC, 1.2 DEAD + 1.2 LIVE + -1.2 SEISMIC (12)
9 1.2 10 1.2 14 -1.2
LOAD COMB 41 ULC, 1.5 DEAD
9 1.5
LOAD COMB 42 ULC, 1.5 DEAD + 1.5 SEISMIC (1)
9 1.5 1 1.5
LOAD COMB 43 ULC, 1.5 DEAD + 1.5 SEISMIC (2)
9 1.5 2 1.5
LOAD COMB 44 ULC, 1.5 DEAD + 1.5 SEISMIC (3)
9 1.5 3 1.5
LOAD COMB 45 ULC, 1.5 DEAD + 1.5 SEISMIC (4)
9 1.5 4 1.5
LOAD COMB 46 ULC, 1.5 DEAD + 1.5 SEISMIC (5)
9 1.5 5 1.5
LOAD COMB 47 ULC, 1.5 DEAD + 1.5 SEISMIC (6)
9 1.5 6 1.5
LOAD COMB 48 ULC, 1.5 DEAD + 1.5 SEISMIC (7)
9 1.5 7 1.5
LOAD COMB 49 ULC, 1.5 DEAD + 1.5 SEISMIC (8)
9 1.5 8 1.5
LOAD COMB 50 ULC, 1.5 DEAD + 1.5 SEISMIC (9)
9 1.5 11 1.5
LOAD COMB 51 ULC, 1.5 DEAD + 1.5 SEISMIC (10)
9 1.5 12 1.5
LOAD COMB 52 ULC, 1.5 DEAD + 1.5 SEISMIC (11)
9 1.5 13 1.5
LOAD COMB 53 ULC, 1.5 DEAD + 1.5 SEISMIC (12)
9 1.5 14 1.5
LOAD COMB 54 ULC, 1.5 DEAD + -1.5 SEISMIC (1)
9 1.5 1 -1.5
LOAD COMB 55 ULC, 1.5 DEAD + -1.5 SEISMIC (2)
9 1.5 2 -1.5
LOAD COMB 56 ULC, 1.5 DEAD + -1.5 SEISMIC (3)
9 1.5 3 -1.5
LOAD COMB 57 ULC, 1.5 DEAD + -1.5 SEISMIC (4)
9 1.5 4 -1.5
LOAD COMB 58 ULC, 1.5 DEAD + -1.5 SEISMIC (5)
9 1.5 5 -1.5
LOAD COMB 59 ULC, 1.5 DEAD + -1.5 SEISMIC (6)
9 1.5 6 -1.5
LOAD COMB 60 ULC, 1.5 DEAD + -1.5 SEISMIC (7)
9 1.5 7 -1.5
LOAD COMB 61 ULC, 1.5 DEAD + -1.5 SEISMIC (8)
9 1.5 8 -1.5
LOAD COMB 62 ULC, 1.5 DEAD + -1.5 SEISMIC (9)
9 1.5 11 -1.5
LOAD COMB 63 ULC, 1.5 DEAD + -1.5 SEISMIC (10)
9 1.5 12 -1.5
LOAD COMB 64 ULC, 1.5 DEAD + -1.5 SEISMIC (11)
9 1.5 13 -1.5
LOAD COMB 65 ULC, 1.5 DEAD + -1.5 SEISMIC (12)
9 1.5 14 -1.5
LOAD COMB 66 ULC, 0.9 DEAD
9 0.9
LOAD COMB 67 ULC, 0.9 DEAD + 1.5 SEISMIC (1)
9 0.9 1 1.5
LOAD COMB 68 ULC, 0.9 DEAD + 1.5 SEISMIC (2)
9 0.9 2 1.5
LOAD COMB 69 ULC, 0.9 DEAD + 1.5 SEISMIC (3)
9 0.9 3 1.5
LOAD COMB 70 ULC, 0.9 DEAD + 1.5 SEISMIC (4)
9 0.9 4 1.5
LOAD COMB 71 ULC, 0.9 DEAD + 1.5 SEISMIC (5)
9 0.9 5 1.5
LOAD COMB 72 ULC, 0.9 DEAD + 1.5 SEISMIC (6)
9 0.9 6 1.5
LOAD COMB 73 ULC, 0.9 DEAD + 1.5 SEISMIC (7)
9 0.9 7 1.5
LOAD COMB 74 ULC, 0.9 DEAD + 1.5 SEISMIC (8)
9 0.9 8 1.5
LOAD COMB 75 ULC, 0.9 DEAD + 1.5 SEISMIC (9)
9 0.9 11 1.5
LOAD COMB 76 ULC, 0.9 DEAD + 1.5 SEISMIC (10)
9 0.9 12 1.5
LOAD COMB 77 ULC, 0.9 DEAD + 1.5 SEISMIC (11)
9 0.9 13 1.5
LOAD COMB 78 ULC, 0.9 DEAD + 1.5 SEISMIC (12)
9 0.9 14 1.5
LOAD COMB 79 ULC, 0.9 DEAD + -1.5 SEISMIC (1)
9 0.9 1 -1.5
LOAD COMB 80 ULC, 0.9 DEAD + -1.5 SEISMIC (2)
9 0.9 2 -1.5
LOAD COMB 81 ULC, 0.9 DEAD + -1.5 SEISMIC (3)
9 0.9 3 -1.5
LOAD COMB 82 ULC, 0.9 DEAD + -1.5 SEISMIC (4)
9 0.9 4 -1.5
LOAD COMB 83 ULC, 0.9 DEAD + -1.5 SEISMIC (5)
9 0.9 5 -1.5
LOAD COMB 84 ULC, 0.9 DEAD + -1.5 SEISMIC (6)
9 0.9 6 -1.5
LOAD COMB 85 ULC, 0.9 DEAD + -1.5 SEISMIC (7)
9 0.9 7 -1.5
LOAD COMB 86 ULC, 0.9 DEAD + -1.5 SEISMIC (8)
9 0.9 8 -1.5
LOAD COMB 87 ULC, 0.9 DEAD + -1.5 SEISMIC (9)
9 0.9 11 -1.5
LOAD COMB 88 ULC, 0.9 DEAD + -1.5 SEISMIC (10)
9 0.9 12 -1.5
LOAD COMB 89 ULC, 0.9 DEAD + -1.5 SEISMIC (11)
9 0.9 13 -1.5
LOAD COMB 90 ULC, 0.9 DEAD + -1.5 SEISMIC (12)
9 0.9 14 -1.5
PERFORM ANALYSIS PRINT ALL
FINISH