Bar Size:0 As%:0

Why does some of my beam/column shows zero in bar size and As%?


STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 17-Jun-23
END JOB INFORMATION
SET PRINT 5
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 1.4 0 0; 2 5.599 0 0; 3 9.506 0 0; 4 12.452 0 0; 5 1.4 0 2.65;
6 5.599 0 2.65; 7 9.506 0 2.65; 8 12.452 0 2.65; 9 1.4 0 7.273;
10 5.599 0 7.273; 11 9.506 0 7.273; 13 1.4 -1.5 0; 14 5.599 -1.5 0;
15 9.506 -1.5 0; 16 12.452 -1.5 0; 17 1.4 -1.5 2.65; 18 5.599 -1.5 2.65;
19 9.506 -1.5 2.65; 20 12.452 -1.5 2.65; 21 1.4 -1.5 7.273;
22 5.599 -1.5 7.273; 23 9.506 -1.5 7.273; 25 0.191 0 2.65; 27 -1.451 0 7.273;
28 1.4 3.2 0; 29 5.599 3.2 0; 30 9.506 3.2 0; 31 12.452 3.2 0; 32 1.4 3.2 2.65;
33 5.599 3.2 2.65; 34 9.506 3.2 2.65; 35 12.452 3.2 2.65; 36 1.4 3.2 7.273;
37 5.599 3.2 7.273; 38 9.506 3.2 7.273; 39 0.191 3.2 2.65; 40 -1.451 3.2 7.273;
41 1.4 3.2 8.923; 42 5.599 3.2 8.923; 43 9.506 3.2 8.923; 44 -1.451 3.2 8.923;
45 1.4 6.2 0; 46 5.599 6.2 0; 47 9.506 6.2 0; 48 12.452 6.2 0; 49 1.4 6.2 2.65;
50 5.599 6.2 2.65; 51 9.506 6.2 2.65; 52 12.452 6.2 2.65; 53 1.4 6.2 7.273;
54 5.599 6.2 7.273; 55 9.506 6.2 7.273; 56 0.191 6.2 2.65; 57 -1.451 6.2 7.273;
58 1.4 6.2 8.923; 59 5.599 6.2 8.923; 60 9.506 6.2 8.923; 61 -1.451 6.2 8.923;
62 1.4 9.2 0; 63 5.599 9.2 0; 64 9.506 9.2 0; 65 12.452 9.2 0; 66 1.4 9.2 2.65;
67 5.599 9.2 2.65; 68 9.506 9.2 2.65; 69 12.452 9.2 2.65; 70 1.4 9.2 7.273;
71 5.599 9.2 7.273; 72 9.506 9.2 7.273; 74 -1.451 9.2 7.273; 75 1.4 9.2 8.923;
76 5.599 9.2 8.923; 77 9.506 9.2 8.923; 78 -1.451 9.2 8.923; 79 3.5 0 2.65;
80 3.5 0 7.273; 81 7.553 0 2.65; 82 7.553 0 7.273; 83 3.5 3.2 2.65;
84 3.5 3.2 7.273; 85 7.553 3.2 2.65; 86 7.553 3.2 7.273; 87 3.5 6.2 2.65;
88 3.5 6.2 7.273; 89 7.553 6.2 2.65; 90 7.553 6.2 7.273; 91 3.5 9.2 2.65;
92 3.5 9.2 7.273; 93 7.553 9.2 2.65; 94 7.553 9.2 7.273; 95 1.4 12 0;
96 5.599 12 0; 97 9.506 12 0; 98 12.452 12 0; 99 1.4 12 2.65;
100 5.599 12 2.65; 101 9.506 12 2.65; 102 12.452 12 2.65; 162 1.4 9 0;
163 1.4 9 2.65; 164 0.191 9.2 2.65; 169 5.606 12 0; 171 1.406 12 0;
173 1.406 12 1.325; 174 5.606 12 1.325; 175 10.806 3.2 8.923;
176 10.806 3.2 7.273; 177 12.452 3.2 3.95; 178 10.806 3.2 3.95;
183 5.599 3.2 -0.65; 185 2.2 3.2 -2.15; 186 10.806 6.2 8.923;
187 10.806 6.2 7.273; 188 12.452 6.2 3.95; 189 10.806 6.2 3.95;
190 5.599 6.2 -0.65; 191 2.2 6.2 -2.15; 192 10.806 9.2 8.923;
193 10.806 9.2 7.273; 194 12.452 9.2 3.95; 195 10.806 9.2 3.95;
196 5.599 9.2 -0.65; 197 2.2 9.2 -2.15; 198 9.506 3.2 3.95; 199 9.506 6.2 3.95;
200 9.506 9.2 3.95; 201 6.799 3.2 0; 202 6.799 6.2 0; 203 6.799 9.2 0;
204 5.606 12 2.65;
MEMBER INCIDENCES
1 13 1; 2 17 5; 3 21 9; 4 1 28; 5 5 32; 6 9 36; 7 28 45; 8 32 49; 9 36 53;
10 45 162; 11 49 163; 12 53 70; 13 62 95; 14 66 99; 15 14 2; 16 18 6; 17 22 10;
18 2 29; 19 6 33; 20 10 37; 21 29 46; 22 33 50; 23 37 54; 24 46 63; 25 50 67;
26 54 71; 27 63 96; 28 67 100; 29 15 3; 30 19 7; 31 23 11; 32 3 30; 33 7 34;
34 11 38; 35 30 47; 36 34 51; 37 38 55; 38 47 64; 39 51 68; 40 55 72; 41 64 97;
42 68 101; 43 16 4; 44 20 8; 45 4 31; 46 8 35; 47 31 48; 48 35 52; 49 48 65;
50 52 69; 51 65 98; 52 69 102; 60 40 44; 61 57 61; 62 74 78; 63 25 27;
64 39 40; 65 56 57; 66 164 74; 67 27 9; 68 40 36; 69 44 41; 70 57 53; 71 61 58;
72 74 70; 73 78 75; 74 25 5; 75 39 28; 76 39 32; 77 56 45; 78 56 49; 79 164 62;
80 164 66; 81 1 5; 82 5 9; 83 28 32; 84 32 36; 85 36 41; 86 45 49; 87 49 53;
88 53 58; 89 62 66; 90 66 70; 91 70 75; 92 171 173; 94 28 185; 95 45 191;
96 62 197; 97 1 2; 98 5 79; 99 9 80; 100 28 29; 101 32 83; 102 36 84;
103 42 41; 104 45 46; 105 49 87; 106 53 88; 107 58 59; 108 62 63; 110 70 92;
111 75 76; 112 79 80; 113 83 84; 114 87 88; 115 91 92; 117 171 169;
119 185 183; 120 191 190; 121 197 196; 122 2 6; 123 6 10; 124 183 29;
125 29 33; 126 33 37; 127 37 42; 128 190 46; 129 46 50; 130 50 54; 131 54 59;
132 196 63; 133 63 67; 134 67 71; 135 71 76; 136 169 174; 138 183 201;
139 29 201; 140 190 202; 141 46 202; 142 196 203; 143 63 203; 144 2 3;
145 6 81; 146 10 82; 147 33 85; 148 37 86; 149 42 43; 150 50 89; 151 54 90;
152 59 60; 153 67 93; 154 71 94; 155 76 77; 156 81 82; 157 85 86; 158 89 90;
159 93 94; 160 201 30; 161 202 47; 162 203 64; 163 3 7; 164 7 11; 165 30 34;
166 34 198; 167 198 38; 168 38 43; 169 47 51; 170 51 199; 171 199 55;
172 55 60; 173 64 68; 174 68 200; 175 200 72; 176 72 77; 177 97 101;
178 198 178; 179 38 176; 180 43 175; 181 199 189; 182 55 187; 183 60 186;
184 200 195; 185 72 193; 186 77 192; 187 178 176; 188 176 175; 189 189 187;
190 187 186; 191 195 193; 192 193 192; 193 3 4; 194 7 8; 195 30 31; 196 34 35;
197 47 48; 198 51 52; 199 64 65; 200 68 69; 201 97 98; 202 101 102;
203 177 178; 204 188 189; 205 194 195; 206 4 8; 207 31 35; 208 35 177;
209 48 52; 210 52 188; 211 65 69; 212 69 194; 213 98 102; 214 173 174;
215 99 100; 216 173 99; 217 174 204; 218 79 6; 219 80 10; 220 83 33; 221 84 37;
222 87 50; 223 88 54; 225 92 71; 226 81 7; 227 82 11; 228 85 34; 229 86 38;
230 89 51; 231 90 55; 232 93 68; 233 94 72; 234 100 204; 235 66 91; 236 91 67;
DEFINE MATERIAL START
ISOTROPIC 21MPA
E 2.15381e+007
POISSON 0.2
DENSITY 24
ALPHA 1e-005
DAMP 0.05
G 8.97421e+006
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
1 TO 52 PRIS YD 0.4 ZD 0.4
81 TO 84 86 87 89 90 92 97 TO 102 104 TO 106 108 110 112 TO 115 117 122 123 -
125 126 129 130 133 134 136 139 141 143 TO 148 150 151 153 154 156 TO 167 -
169 TO 171 173 TO 175 177 193 TO 202 206 207 209 211 213 TO 223 225 TO 235 -
236 PRIS YD 0.5 ZD 0.3
67 68 70 72 74 76 78 80 85 88 91 124 127 128 131 132 135 168 172 176 178 179 -
181 182 184 185 203 TO 205 PRIS YD 0.5 ZD 0.3
60 TO 66 69 71 73 75 77 79 94 TO 96 103 107 111 119 TO 121 138 140 142 149 -
152 155 180 183 186 TO 192 208 210 212 PRIS YD 0.5 ZD 0.1
CONSTANTS
MATERIAL 21MPA ALL
MEMBER RELEASE
60 TO 66 69 71 73 75 77 79 94 TO 96 103 107 111 TO 115 119 TO 121 138 140 -
142 149 152 155 TO 159 180 183 186 TO 192 214 START MX MY
60 TO 66 69 71 73 75 77 79 94 TO 96 103 107 111 TO 115 119 TO 121 138 140 -
142 149 152 155 TO 159 180 183 186 TO 192 214 END MX MY
MEMBER CRACKED
1 TO 52 REDUCTION RIY 0.700000 RIZ 0.700000
60 TO 74 76 78 80 TO 92 97 TO 99 101 TO 108 110 TO 115 117 122 123 -
125 TO 127 129 TO 131 133 TO 136 139 141 143 TO 159 163 TO 166 168 TO 170 -
172 TO 174 176 177 193 TO 202 206 207 209 211 -
213 REDUCTION RIY 0.350000 RIZ 0.350000
SUPPORTS
13 TO 23 PINNED
MEMBER OFFSET
81 TO 92 97 TO 102 104 TO 106 108 110 112 TO 115 117 122 123 125 TO 127 129 -
130 TO 131 133 TO 136 139 141 143 TO 148 150 151 153 154 156 TO 159 -
163 TO 166 168 TO 170 172 TO 174 176 177 179 182 185 187 189 191 193 195 -
197 199 201 206 TO 214 235 START LOCAL 0.2 0 0
67 68 70 72 74 76 78 80 TO 84 86 87 89 90 97 100 104 108 112 TO 115 -
122 TO 126 128 TO 130 132 TO 134 144 156 TO 165 167 169 171 173 175 177 193 -
195 197 199 201 206 207 209 211 213 214 216 TO 223 225 TO 233 -
236 END LOCAL -0.2 0 0
1 TO 3 15 TO 17 29 TO 31 43 44 60 TO 80 94 TO 96 103 107 111 119 TO 121 124 -
128 132 138 140 142 149 152 155 160 TO 162 167 171 175 180 183 186 188 190 -
192 194 196 198 200 216 217 START LOCAL 0 0 0
60 TO 66 69 71 73 75 77 79 85 88 91 92 94 TO 96 103 107 111 119 TO 121 127 -
131 135 136 138 TO 143 149 152 155 166 168 170 172 174 176 178 TO 192 194 -
196 198 200 203 TO 205 208 210 212 END LOCAL 0 0 0
178 181 184 202 215 START LOCAL 0.15 0 0
202 234 END LOCAL -0.15 0 0
117 215 END LOCAL -0.2 0 0
203 TO 205 START LOCAL 0.05 0 0
4 TO 14 18 TO 28 32 TO 42 45 TO 52 START LOCAL 0.25 0 0
1 TO 52 END LOCAL -0.25 0 0
SLAVE ZX MASTER 4 JOINT 1 TO 11 25 27 79 TO 82
SLAVE ZX MASTER 31 JOINT 28 TO 44 83 TO 86 175 TO 178 183 185 198 201
SLAVE ZX MASTER 65 JOINT 62 TO 72 74 TO 78 91 TO 94 162 TO 164 192 TO 197 -
200 203
SLAVE ZX MASTER 98 JOINT 95 TO 102 173 174
SLAVE ZX MASTER 48 JOINT 45 TO 61 87 TO 90 186 TO 191 199 202
DEFINE UBC LOAD
ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 4 CT 0.0731 PX 0.503 PZ 0.503 NA 1 NV 1.192
SELFWEIGHT 1
MEMBER WEIGHT
68 70 89 102 106 108 125 128 129 133 139 141 148 151 160 161 221 223 229 -
231 UNI 6.24
64 65 68 70 75 77 94 95 102 106 119 120 138 140 148 151 160 161 165 TO 167 -
169 TO 171 221 223 229 231 UNI 6.448
60 TO 62 66 69 71 73 79 92 96 103 107 111 117 121 136 142 149 152 155 162 -
180 183 186 TO 192 195 197 199 203 TO 205 207 TO 212 215 TO 217 234 UNI 1
76 78 101 105 220 222 235 236 UNI 12.48
FLOOR WEIGHT
YRANGE 3.2 10 FLOAD 3.9
YRANGE 10 13 FLOAD 3.9 XRANGE 0 6 ZRANGE 0 5
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead TITLE REF-DL
SELFWEIGHT Y -1
MEMBER LOAD
64 65 68 70 102 106 139 141 148 151 160 161 165 TO 167 169 TO 171 221 223 -
229 231 UNI GY -8.06
76 78 83 84 86 87 104 113 114 125 126 129 130 147 150 157 158 228 -
230 UNI GY -7.8
END DEFINE REFERENCE LOADS
**************
LOAD 1 LOADTYPE Seismic TITLE EXPE
UBC LOAD X 1
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE Seismic TITLE EXNE
UBC LOAD X -1
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Seismic TITLE EZPE
UBC LOAD Z 1
PERFORM ANALYSIS
CHANGE
LOAD 4 LOADTYPE Seismic TITLE EZNE
UBC LOAD Z -1
PERFORM ANALYSIS
CHANGE
LOAD 5 LOADTYPE Dead TITLE SELFWEIGHT
SELFWEIGHT Y -1
FLOOR LOAD
YRANGE 3.2 10 FLOAD -2.4 GY
YRANGE 10 12 FLOAD -2.4 XRANGE 0 6 ZRANGE 0 5 GY
LOAD 6 LOADTYPE Dead TITLE SIDL
FLOOR LOAD
YRANGE 3.2 10 FLOAD -1.5 GY
YRANGE 10 13 FLOAD -1.5 XRANGE 0 6 ZRANGE 0 5 GY
LOAD 7 LOADTYPE Dead TITLE PARTITION
MEMBER LOAD
68 70 89 102 106 108 125 128 129 133 139 141 148 151 160 161 221 223 229 -
231 UNI GY -6.24
64 65 68 70 75 77 94 95 102 106 119 120 138 140 148 151 160 161 165 TO 167 -
169 TO 171 221 223 229 231 UNI GY -6.448
60 TO 62 66 69 71 73 79 92 96 103 107 111 117 121 136 142 149 152 155 162 -
180 183 186 TO 192 195 197 199 203 TO 205 207 TO 212 215 TO 217 -
234 UNI GY -1
76 78 101 105 220 222 235 236 UNI GY -12.48
LOAD 8 LOADTYPE Dead TITLE MP
FLOOR LOAD
YRANGE 3.2 10 FLOAD -0.5 GY
YRANGE 10 13 FLOAD -0.5 XRANGE 0 6 ZRANGE 0 5 GY
LOAD 9 LOADTYPE Live TITLE LIVE
FLOOR LOAD
YRANGE 3.2 10 FLOAD -1.9 GY
YRANGE 10 13 FLOAD -7 XRANGE 0 6 ZRANGE 0 5 GY
LOAD 10 LOADTYPE Roof Live REDUCIBLE TITLE ROOF LIVE LOAD
FLOOR LOAD
YRANGE 10 13 FLOAD -1 XRANGE 6 15 ZRANGE 0 5 GY
************************
*****SERVICE LOADS******
************************
LOAD COMB 101 DL
5 1.0 6 1.0 7 1.0 8 1.0
LOAD COMB 102 DL + LL
5 1.0 6 1.0 7 1.0 8 1.0 9 1.0
LOAD COMB 103 DL + LR
5 1.0 6 1.0 7 1.0 8 1.0 10 1.0
LOAD COMB 104 DL + 0.75LL+0.75LR
5 1.0 6 1.0 7 1.0 8 1.0 9 0.75 10 0.75
LOAD COMB 105 DL + (1/1.4EXPE)
5 1.0 6 1.0 7 1.0 8 1.0 1 0.7143
LOAD COMB 106 DL + (1/1.4EXNE)
5 1.0 6 1.0 7 1.0 8 1.0 2 0.7143
LOAD COMB 108 DL + (1/1.4EZPE)
5 1.0 6 1.0 7 1.0 8 1.0 3 0.7143
LOAD COMB 109 DL + (1/1.4EZNE)
5 1.0 6 1.0 7 1.0 8 1.0 4 0.7143
************************
*****ULTIMATE LOADS******
************************
LOAD COMB 201 1.4DL
5 1.4 6 1.4 7 1.4 8 1.4
LOAD COMB 202 1.2DL + 1.6LL + 0.5LR
5 1.2 6 1.2 7 1.2 8 1.2 9 1.6 10 0.5
LOAD COMB 203 1.2DL + F1LL + 1.6LR
5 1.2 6 1.2 7 1.2 8 1.2 9 0.5 10 1.6
LOAD COMB 204 1.2DL + F1LL + 0.5LR
5 1.2 6 1.2 7 1.2 8 1.2 9 0.5 10 0.5
LOAD COMB 205 [1.2+0.5CAI]DL + F1LL + EXPE
5 1.42 6 1.42 7 1.42 8 1.42 9 0.5 1 1.0
LOAD COMB 206 [1.2+0.5CAI]DL + F1LL + EXNE
5 1.42 6 1.42 7 1.42 8 1.42 9 0.5 2 1.0
LOAD COMB 207 [1.2+0.5CAI]DL + F1LL + EZPE
5 1.42 6 1.42 7 1.42 8 1.42 9 0.5 3 1.0
LOAD COMB 208 [1.2+0.5CAI]DL + F1LL + EZNE
5 1.42 6 1.42 7 1.42 8 1.42 9 0.5 4 1.0
LOAD COMB 209 [0.9 + 0.5CAI]DL + EXPE
5 1.12 6 1.12 7 1.12 8 1.12 1 1.0
LOAD COMB 210 [0.9 + 0.5CAI]DL + EXNE
5 1.12 6 1.12 7 1.12 8 1.12 2 1.0
LOAD COMB 211 [0.9 + 0.5CAI]DL + EZPE
5 1.12 6 1.12 7 1.12 8 1.12 3 1.0
LOAD COMB 212 [0.9 + 0.5CAI]DL + EZNE
5 1.12 6 1.12 7 1.12 8 1.12 4 1.0
LOAD COMB 213 [0.9 - 0.5CAI]DL + EXPE
5 0.68 6 0.68 7 0.68 8 0.68 1 1.0
LOAD COMB 214 [0.9 - 0.5CAI]DL + EXNE
5 0.68 6 0.68 7 0.68 8 0.68 2 1.0
LOAD COMB 215 [0.9 - 0.5CAI]DL + EZPE
5 0.68 6 0.68 7 0.68 8 0.68 3 1.0
LOAD COMB 216 [0.9 - 0.5CAI]DL + EZNE
5 0.68 6 0.38 7 0.68 8 0.68 4 1.0
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE ACI
CLB 0.04 ALL
CLT 0.04 ALL
FC 21000 ALL
FYMAIN 230000 ALL
FYSEC 230000 ALL
MAXMAIN 20 ALL
MINMAIN 20 ALL
MINSEC 10 ALL
TRACK 2 ALL
DESIGN COLUMN 1 TO 52
DESIGN BEAM 60 TO 92 94 TO 108 110 TO 115 117 119 TO 136 138 TO 223 225 TO 236
END CONCRETE DESIGN
FINISH