ASHISH SINGH's Communities Activitieshttps://communities.bentley.com/members/1601f43f_2d00_7b10_2d00_4d20_2d00_9d65_2d00_c09a1a31b34cRecent activity for people in ASHISH SINGH's communityen-USTelligent Community 12Why I am getting these errors? *ERROR* NO UNSUPPORTED MASSES ENTERED - CHECK DENSITIES *** ERRORS IN SOLVER *** Please can anyone help me!https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/247720/why-i-am-getting-these-errors-error-no-unsupported-masses-entered---check-densities-errors-in-solver-please-can-anyone-help-meSat, 15 Jul 2023 18:57:06 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b256269e-4ff6-4834-82f9-6879e3393e29ASHISH SINGH<p>INPUT WIDTH 79<br />UNIT METER KN<br />JOINT COORDINATES<br />1 0 0 0; 2 3.00001 0 0; 3 6.00001 0 0; 4 9.00002 0 0; 5 12 0 0; 6 0 3.00001 0;<br />7 3.00001 3.00001 0; 8 6.00001 3.00001 0; 9 9.00002 3.00001 0; 10 12 3.00001 0;<br />11 0 6.00001 0; 12 3.00001 6.00001 0; 13 6.00001 6.00001 0;<br />14 9.00002 6.00001 0; 15 12 6.00001 0; 16 0 9.00002 0; 17 3.00001 9.00002 0;<br />18 6.00001 9.00002 0; 19 9.00002 9.00002 0; 20 12 9.00002 0; 21 0 12 0;<br />22 3.00001 12 0; 23 6.00001 12 0; 24 9.00002 12 0; 25 12 12 0; 26 0 0 3.00001;<br />27 3.00001 0 3.00001; 28 6.00001 0 3.00001; 29 9.00002 0 3.00001;<br />30 12 0 3.00001; 31 0 3.00001 3.00001; 32 3.00001 3.00001 3.00001;<br />33 6.00001 3.00001 3.00001; 34 9.00002 3.00001 3.00001; 35 12 3.00001 3.00001;<br />36 0 6.00001 3.00001; 37 3.00001 6.00001 3.00001; 38 6.00001 6.00001 3.00001;<br />39 9.00002 6.00001 3.00001; 40 12 6.00001 3.00001; 41 0 9.00002 3.00001;<br />42 3.00001 9.00002 3.00001; 43 6.00001 9.00002 3.00001;<br />44 9.00002 9.00002 3.00001; 45 12 9.00002 3.00001; 46 0 12 3.00001;<br />47 3.00001 12 3.00001; 48 6.00001 12 3.00001; 49 9.00002 12 3.00001;<br />50 12 12 3.00001; 51 0 0 6.00001; 52 3.00001 0 6.00001; 53 6.00001 0 6.00001;<br />54 9.00002 0 6.00001; 55 12 0 6.00001; 56 0 3.00001 6.00001;<br />57 3.00001 3.00001 6.00001; 58 6.00001 3.00001 6.00001;<br />59 9.00002 3.00001 6.00001; 60 12 3.00001 6.00001; 61 0 6.00001 6.00001;<br />62 3.00001 6.00001 6.00001; 63 6.00001 6.00001 6.00001;<br />64 9.00002 6.00001 6.00001; 65 12 6.00001 6.00001; 66 0 9.00002 6.00001;<br />67 3.00001 9.00002 6.00001; 68 6.00001 9.00002 6.00001;<br />69 9.00002 9.00002 6.00001; 70 12 9.00002 6.00001; 71 0 12 6.00001;<br />72 3.00001 12 6.00001; 73 6.00001 12 6.00001; 74 9.00002 12 6.00001;<br />75 12 12 6.00001; 76 0 0 9.00002; 77 3.00001 0 9.00002; 78 6.00001 0 9.00002;<br />79 9.00002 0 9.00002; 80 12 0 9.00002; 81 0 3.00001 9.00002;<br />82 3.00001 3.00001 9.00002; 83 6.00001 3.00001 9.00002;<br />84 9.00002 3.00001 9.00002; 85 12 3.00001 9.00002; 86 0 6.00001 9.00002;<br />87 3.00001 6.00001 9.00002; 88 6.00001 6.00001 9.00002;<br />89 9.00002 6.00001 9.00002; 90 12 6.00001 9.00002; 91 0 9.00002 9.00002;<br />92 3.00001 9.00002 9.00002; 93 6.00001 9.00002 9.00002;<br />94 9.00002 9.00002 9.00002; 95 12 9.00002 9.00002; 96 0 12 9.00002;<br />97 3.00001 12 9.00002; 98 6.00001 12 9.00002; 99 9.00002 12 9.00002;<br />100 12 12 9.00002; 101 0 0 12; 102 3.00001 0 12; 103 6.00001 0 12;<br />104 9.00002 0 12; 105 12 0 12; 106 0 3.00001 12; 107 3.00001 3.00001 12;<br />108 6.00001 3.00001 12; 109 9.00002 3.00001 12; 110 12 3.00001 12;<br />111 0 6.00001 12; 112 3.00001 6.00001 12; 113 6.00001 6.00001 12;<br />114 9.00002 6.00001 12; 115 12 6.00001 12; 116 0 9.00002 12;<br />117 3.00001 9.00002 12; 118 6.00001 9.00002 12; 119 9.00002 9.00002 12;<br />120 12 9.00002 12; 121 0 12 12; 122 3.00001 12 12; 123 6.00001 12 12;<br />124 9.00002 12 12; 125 12 12 12;<br />MEMBER INCIDENCES<br />1 6 7; 2 7 8; 3 8 9; 4 9 10; 5 11 12; 6 12 13; 7 13 14; 8 14 15; 9 16 17;<br />10 17 18; 11 18 19; 12 19 20; 13 21 22; 14 22 23; 15 23 24; 16 24 25; 17 1 6;<br />18 2 7; 19 3 8; 20 4 9; 21 5 10; 22 6 11; 23 7 12; 24 8 13; 25 9 14; 26 10 15;<br />27 11 16; 28 12 17; 29 13 18; 30 14 19; 31 15 20; 32 16 21; 33 17 22; 34 18 23;<br />35 19 24; 36 20 25; 37 31 32; 38 32 33; 39 33 34; 40 34 35; 41 36 37; 42 37 38;<br />43 38 39; 44 39 40; 45 41 42; 46 42 43; 47 43 44; 48 44 45; 49 46 47; 50 47 48;<br />51 48 49; 52 49 50; 53 26 31; 54 27 32; 55 28 33; 56 29 34; 57 30 35; 58 31 36;<br />59 32 37; 60 33 38; 61 34 39; 62 35 40; 63 36 41; 64 37 42; 65 38 43; 66 39 44;<br />67 40 45; 68 41 46; 69 42 47; 70 43 48; 71 44 49; 72 45 50; 73 56 57; 74 57 58;<br />75 58 59; 76 59 60; 77 61 62; 78 62 63; 79 63 64; 80 64 65; 81 66 67; 82 67 68;<br />83 68 69; 84 69 70; 85 71 72; 86 72 73; 87 73 74; 88 74 75; 89 51 56; 90 52 57;<br />91 53 58; 92 54 59; 93 55 60; 94 56 61; 95 57 62; 96 58 63; 97 59 64; 98 60 65;<br />99 61 66; 100 62 67; 101 63 68; 102 64 69; 103 65 70; 104 66 71; 105 67 72;<br />106 68 73; 107 69 74; 108 70 75; 109 81 82; 110 82 83; 111 83 84; 112 84 85;<br />113 86 87; 114 87 88; 115 88 89; 116 89 90; 117 91 92; 118 92 93; 119 93 94;<br />120 94 95; 121 96 97; 122 97 98; 123 98 99; 124 99 100; 125 76 81; 126 77 82;<br />127 78 83; 128 79 84; 129 80 85; 130 81 86; 131 82 87; 132 83 88; 133 84 89;<br />134 85 90; 135 86 91; 136 87 92; 137 88 93; 138 89 94; 139 90 95; 140 91 96;<br />141 92 97; 142 93 98; 143 94 99; 144 95 100; 145 106 107; 146 107 108;<br />147 108 109; 148 109 110; 149 111 112; 150 112 113; 151 113 114; 152 114 115;<br />153 116 117; 154 117 118; 155 118 119; 156 119 120; 157 121 122; 158 122 123;<br />159 123 124; 160 124 125; 161 101 106; 162 102 107; 163 103 108; 164 104 109;<br />165 105 110; 166 106 111; 167 107 112; 168 108 113; 169 109 114; 170 110 115;<br />171 111 116; 172 112 117; 173 113 118; 174 114 119; 175 115 120; 176 116 121;<br />177 117 122; 178 118 123; 179 119 124; 180 120 125; 181 6 31; 182 7 32;<br />183 8 33; 184 9 34; 185 10 35; 186 11 36; 187 12 37; 188 13 38; 189 14 39;<br />190 15 40; 191 16 41; 192 17 42; 193 18 43; 194 19 44; 195 20 45; 196 21 46;<br />197 22 47; 198 23 48; 199 24 49; 200 25 50; 201 31 56; 202 32 57; 203 33 58;<br />204 34 59; 205 35 60; 206 36 61; 207 37 62; 208 38 63; 209 39 64; 210 40 65;<br />211 41 66; 212 42 67; 213 43 68; 214 44 69; 215 45 70; 216 46 71; 217 47 72;<br />218 48 73; 219 49 74; 220 50 75; 221 56 81; 222 57 82; 223 58 83; 224 59 84;<br />225 60 85; 226 61 86; 227 62 87; 228 63 88; 229 64 89; 230 65 90; 231 66 91;<br />232 67 92; 233 68 93; 234 69 94; 235 70 95; 236 71 96; 237 72 97; 238 73 98;<br />239 74 99; 240 75 100; 241 81 106; 242 82 107; 243 83 108; 244 84 109;<br />245 85 110; 246 86 111; 247 87 112; 248 88 113; 249 89 114; 250 90 115;<br />251 91 116; 252 92 117; 253 93 118; 254 94 119; 255 95 120; 256 96 121;<br />257 97 122; 258 98 123; 259 99 124; 260 100 125;<br />ELEMENT INCIDENCES SHELL<br />261 6 10 110 106; 262 11 15 115 111; 263 16 20 120 116; 264 21 25 125 121;<br />START GROUP DEFINITION<br />FLOOR<br />_1 1 TO 4 37 TO 40 73 TO 76 109 TO 112 145 TO 148 181 TO 185 201 TO 205 221 -<br />222 TO 225 241 TO 245<br />_2 5 TO 8 41 TO 44 77 TO 80 113 TO 116 149 TO 152 186 TO 190 206 TO 210 226 -<br />227 TO 230 246 TO 250<br />_3 9 TO 12 45 TO 48 81 TO 84 117 TO 120 153 TO 156 191 TO 195 211 TO 215 231 -<br />232 TO 235 251 TO 255<br />_4 13 TO 16 49 TO 52 85 TO 88 121 TO 124 157 TO 160 196 TO 200 216 TO 220 -<br />236 TO 240 256 TO 260<br />END GROUP DEFINITION<br />ELEMENT PROPERTY<br />261 TO 264 THICKNESS 0.125<br />DEFINE MATERIAL START<br />ISOTROPIC CONCRETE<br />E 250000<br />POISSON 0.17<br />DENSITY 25<br />ALPHA 5.5e-06<br />DAMP 0.05<br />TYPE CONCRETE<br />STRENGTH FCU 250000<br />END DEFINE MATERIAL<br />MEMBER PROPERTY AMERICAN<br />1 TO 16 37 TO 52 73 TO 88 109 TO 124 145 TO 160 181 TO 260 PRIS YD 0.3 ZD 0.3<br />17 TO 36 53 TO 72 89 TO 108 125 TO 144 161 TO 180 PRIS YD 0.45 ZD 0.45<br />CONSTANTS<br />MATERIAL CONCRETE ALL<br />SUPPORTS<br />1 TO 5 26 TO 30 51 TO 55 76 TO 80 101 TO 105 FIXED<br />DEFINE IS1893 2016 LOAD<br />ZONE 0.36 RF 5 I 1 SS 2 ST 1 DM 0.05<br />SELFWEIGHT 1 <br />MEMBER WEIGHT<br />1 TO 16 37 TO 52 73 TO 88 109 TO 124 145 TO 160 181 TO 260 UNI 2.25<br />ELEMENT WEIGHT<br />261 TO 264 PRESSURE 3.125<br />FLOOR WEIGHT<br />_4 FLOAD -10<br />LOAD 1 LOADTYPE Seismic TITLE RSA 1<br />1893 LOAD X 1<br />LOAD 2 LOADTYPE Seismic TITLE RSA 2<br />1893 LOAD Y 1<br />LOAD 3 LOADTYPE Seismic TITLE RSA 3<br />1893 LOAD Z 1<br />LOAD 4 LOADTYPE Seismic TITLE RSA 4<br />1893 LOAD X -1<br />LOAD 5 LOADTYPE Seismic TITLE RSA 5<br />1893 LOAD Y -1<br />LOAD 6 LOADTYPE Seismic TITLE RSA 6<br />1893 LOAD Z -1<br />LOAD 7 LOADTYPE Dead TITLE DL<br />SELFWEIGHT Y -1<br />LOAD 8 LOADTYPE None TITLE FLOOR<br />FLOOR LOAD<br />_1 FLOAD -10 GY<br />_2 FLOAD -10 GY<br />_3 FLOAD -10 GY<br />_4 FLOAD -10 GY<br />LOAD 9 LOADTYPE Dead TITLE member weight<br />MEMBER LOAD<br />1 TO 16 37 TO 52 73 TO 88 109 TO 124 145 TO 160 181 TO 260 UNI GY -2.25<br />LOAD 10 LOADTYPE Dead TITLE element weight<br />ELEMENT LOAD<br />261 TO 264 PR GY -3.125<br />LOAD 11 LOADTYPE Seismic TITLE LC1<br />SPECTRUM CQC IS1893 2016 X 1 Z 1 DAMP 0.05<br />SOIL TYPE 2<br />PERFORM ANALYSIS<br />FINISH</p><div style="clear:both;"></div>Why I am getting these errors? *ERROR* NO UNSUPPORTED MASSES ENTERED - CHECK DENSITIES *** ERRORS IN SOLVER *** Please can anyone help me!https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/247721/why-i-am-getting-these-errors-error-no-unsupported-masses-entered---check-densities-errors-in-solver-please-can-anyone-help-meSat, 15 Jul 2023 18:59:27 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:fd844e32-6176-484a-aa64-ed065568aa6fASHISH SINGH<p>INPUT WIDTH 79<br />UNIT METER KN<br />JOINT COORDINATES<br />1 0 0 0; 2 3.00001 0 0; 3 6.00001 0 0; 4 9.00002 0 0; 5 12 0 0; 6 0 3.00001 0;<br />7 3.00001 3.00001 0; 8 6.00001 3.00001 0; 9 9.00002 3.00001 0; 10 12 3.00001 0;<br />11 0 6.00001 0; 12 3.00001 6.00001 0; 13 6.00001 6.00001 0;<br />14 9.00002 6.00001 0; 15 12 6.00001 0; 16 0 9.00002 0; 17 3.00001 9.00002 0;<br />18 6.00001 9.00002 0; 19 9.00002 9.00002 0; 20 12 9.00002 0; 21 0 12 0;<br />22 3.00001 12 0; 23 6.00001 12 0; 24 9.00002 12 0; 25 12 12 0; 26 0 0 3.00001;<br />27 3.00001 0 3.00001; 28 6.00001 0 3.00001; 29 9.00002 0 3.00001;<br />30 12 0 3.00001; 31 0 3.00001 3.00001; 32 3.00001 3.00001 3.00001;<br />33 6.00001 3.00001 3.00001; 34 9.00002 3.00001 3.00001; 35 12 3.00001 3.00001;<br />36 0 6.00001 3.00001; 37 3.00001 6.00001 3.00001; 38 6.00001 6.00001 3.00001;<br />39 9.00002 6.00001 3.00001; 40 12 6.00001 3.00001; 41 0 9.00002 3.00001;<br />42 3.00001 9.00002 3.00001; 43 6.00001 9.00002 3.00001;<br />44 9.00002 9.00002 3.00001; 45 12 9.00002 3.00001; 46 0 12 3.00001;<br />47 3.00001 12 3.00001; 48 6.00001 12 3.00001; 49 9.00002 12 3.00001;<br />50 12 12 3.00001; 51 0 0 6.00001; 52 3.00001 0 6.00001; 53 6.00001 0 6.00001;<br />54 9.00002 0 6.00001; 55 12 0 6.00001; 56 0 3.00001 6.00001;<br />57 3.00001 3.00001 6.00001; 58 6.00001 3.00001 6.00001;<br />59 9.00002 3.00001 6.00001; 60 12 3.00001 6.00001; 61 0 6.00001 6.00001;<br />62 3.00001 6.00001 6.00001; 63 6.00001 6.00001 6.00001;<br />64 9.00002 6.00001 6.00001; 65 12 6.00001 6.00001; 66 0 9.00002 6.00001;<br />67 3.00001 9.00002 6.00001; 68 6.00001 9.00002 6.00001;<br />69 9.00002 9.00002 6.00001; 70 12 9.00002 6.00001; 71 0 12 6.00001;<br />72 3.00001 12 6.00001; 73 6.00001 12 6.00001; 74 9.00002 12 6.00001;<br />75 12 12 6.00001; 76 0 0 9.00002; 77 3.00001 0 9.00002; 78 6.00001 0 9.00002;<br />79 9.00002 0 9.00002; 80 12 0 9.00002; 81 0 3.00001 9.00002;<br />82 3.00001 3.00001 9.00002; 83 6.00001 3.00001 9.00002;<br />84 9.00002 3.00001 9.00002; 85 12 3.00001 9.00002; 86 0 6.00001 9.00002;<br />87 3.00001 6.00001 9.00002; 88 6.00001 6.00001 9.00002;<br />89 9.00002 6.00001 9.00002; 90 12 6.00001 9.00002; 91 0 9.00002 9.00002;<br />92 3.00001 9.00002 9.00002; 93 6.00001 9.00002 9.00002;<br />94 9.00002 9.00002 9.00002; 95 12 9.00002 9.00002; 96 0 12 9.00002;<br />97 3.00001 12 9.00002; 98 6.00001 12 9.00002; 99 9.00002 12 9.00002;<br />100 12 12 9.00002; 101 0 0 12; 102 3.00001 0 12; 103 6.00001 0 12;<br />104 9.00002 0 12; 105 12 0 12; 106 0 3.00001 12; 107 3.00001 3.00001 12;<br />108 6.00001 3.00001 12; 109 9.00002 3.00001 12; 110 12 3.00001 12;<br />111 0 6.00001 12; 112 3.00001 6.00001 12; 113 6.00001 6.00001 12;<br />114 9.00002 6.00001 12; 115 12 6.00001 12; 116 0 9.00002 12;<br />117 3.00001 9.00002 12; 118 6.00001 9.00002 12; 119 9.00002 9.00002 12;<br />120 12 9.00002 12; 121 0 12 12; 122 3.00001 12 12; 123 6.00001 12 12;<br />124 9.00002 12 12; 125 12 12 12;<br />MEMBER INCIDENCES<br />1 6 7; 2 7 8; 3 8 9; 4 9 10; 5 11 12; 6 12 13; 7 13 14; 8 14 15; 9 16 17;<br />10 17 18; 11 18 19; 12 19 20; 13 21 22; 14 22 23; 15 23 24; 16 24 25; 17 1 6;<br />18 2 7; 19 3 8; 20 4 9; 21 5 10; 22 6 11; 23 7 12; 24 8 13; 25 9 14; 26 10 15;<br />27 11 16; 28 12 17; 29 13 18; 30 14 19; 31 15 20; 32 16 21; 33 17 22; 34 18 23;<br />35 19 24; 36 20 25; 37 31 32; 38 32 33; 39 33 34; 40 34 35; 41 36 37; 42 37 38;<br />43 38 39; 44 39 40; 45 41 42; 46 42 43; 47 43 44; 48 44 45; 49 46 47; 50 47 48;<br />51 48 49; 52 49 50; 53 26 31; 54 27 32; 55 28 33; 56 29 34; 57 30 35; 58 31 36;<br />59 32 37; 60 33 38; 61 34 39; 62 35 40; 63 36 41; 64 37 42; 65 38 43; 66 39 44;<br />67 40 45; 68 41 46; 69 42 47; 70 43 48; 71 44 49; 72 45 50; 73 56 57; 74 57 58;<br />75 58 59; 76 59 60; 77 61 62; 78 62 63; 79 63 64; 80 64 65; 81 66 67; 82 67 68;<br />83 68 69; 84 69 70; 85 71 72; 86 72 73; 87 73 74; 88 74 75; 89 51 56; 90 52 57;<br />91 53 58; 92 54 59; 93 55 60; 94 56 61; 95 57 62; 96 58 63; 97 59 64; 98 60 65;<br />99 61 66; 100 62 67; 101 63 68; 102 64 69; 103 65 70; 104 66 71; 105 67 72;<br />106 68 73; 107 69 74; 108 70 75; 109 81 82; 110 82 83; 111 83 84; 112 84 85;<br />113 86 87; 114 87 88; 115 88 89; 116 89 90; 117 91 92; 118 92 93; 119 93 94;<br />120 94 95; 121 96 97; 122 97 98; 123 98 99; 124 99 100; 125 76 81; 126 77 82;<br />127 78 83; 128 79 84; 129 80 85; 130 81 86; 131 82 87; 132 83 88; 133 84 89;<br />134 85 90; 135 86 91; 136 87 92; 137 88 93; 138 89 94; 139 90 95; 140 91 96;<br />141 92 97; 142 93 98; 143 94 99; 144 95 100; 145 106 107; 146 107 108;<br />147 108 109; 148 109 110; 149 111 112; 150 112 113; 151 113 114; 152 114 115;<br />153 116 117; 154 117 118; 155 118 119; 156 119 120; 157 121 122; 158 122 123;<br />159 123 124; 160 124 125; 161 101 106; 162 102 107; 163 103 108; 164 104 109;<br />165 105 110; 166 106 111; 167 107 112; 168 108 113; 169 109 114; 170 110 115;<br />171 111 116; 172 112 117; 173 113 118; 174 114 119; 175 115 120; 176 116 121;<br />177 117 122; 178 118 123; 179 119 124; 180 120 125; 181 6 31; 182 7 32;<br />183 8 33; 184 9 34; 185 10 35; 186 11 36; 187 12 37; 188 13 38; 189 14 39;<br />190 15 40; 191 16 41; 192 17 42; 193 18 43; 194 19 44; 195 20 45; 196 21 46;<br />197 22 47; 198 23 48; 199 24 49; 200 25 50; 201 31 56; 202 32 57; 203 33 58;<br />204 34 59; 205 35 60; 206 36 61; 207 37 62; 208 38 63; 209 39 64; 210 40 65;<br />211 41 66; 212 42 67; 213 43 68; 214 44 69; 215 45 70; 216 46 71; 217 47 72;<br />218 48 73; 219 49 74; 220 50 75; 221 56 81; 222 57 82; 223 58 83; 224 59 84;<br />225 60 85; 226 61 86; 227 62 87; 228 63 88; 229 64 89; 230 65 90; 231 66 91;<br />232 67 92; 233 68 93; 234 69 94; 235 70 95; 236 71 96; 237 72 97; 238 73 98;<br />239 74 99; 240 75 100; 241 81 106; 242 82 107; 243 83 108; 244 84 109;<br />245 85 110; 246 86 111; 247 87 112; 248 88 113; 249 89 114; 250 90 115;<br />251 91 116; 252 92 117; 253 93 118; 254 94 119; 255 95 120; 256 96 121;<br />257 97 122; 258 98 123; 259 99 124; 260 100 125;<br />ELEMENT INCIDENCES SHELL<br />261 6 10 110 106; 262 11 15 115 111; 263 16 20 120 116; 264 21 25 125 121;<br />START GROUP DEFINITION<br />FLOOR<br />_1 1 TO 4 37 TO 40 73 TO 76 109 TO 112 145 TO 148 181 TO 185 201 TO 205 221 -<br />222 TO 225 241 TO 245<br />_2 5 TO 8 41 TO 44 77 TO 80 113 TO 116 149 TO 152 186 TO 190 206 TO 210 226 -<br />227 TO 230 246 TO 250<br />_3 9 TO 12 45 TO 48 81 TO 84 117 TO 120 153 TO 156 191 TO 195 211 TO 215 231 -<br />232 TO 235 251 TO 255<br />_4 13 TO 16 49 TO 52 85 TO 88 121 TO 124 157 TO 160 196 TO 200 216 TO 220 -<br />236 TO 240 256 TO 260<br />END GROUP DEFINITION<br />ELEMENT PROPERTY<br />261 TO 264 THICKNESS 0.125<br />DEFINE MATERIAL START<br />ISOTROPIC CONCRETE<br />E 250000<br />POISSON 0.17<br />DENSITY 25<br />ALPHA 5.5e-06<br />DAMP 0.05<br />TYPE CONCRETE<br />STRENGTH FCU 250000<br />END DEFINE MATERIAL<br />MEMBER PROPERTY AMERICAN<br />1 TO 16 37 TO 52 73 TO 88 109 TO 124 145 TO 160 181 TO 260 PRIS YD 0.3 ZD 0.3<br />17 TO 36 53 TO 72 89 TO 108 125 TO 144 161 TO 180 PRIS YD 0.45 ZD 0.45<br />CONSTANTS<br />MATERIAL CONCRETE ALL<br />SUPPORTS<br />1 TO 5 26 TO 30 51 TO 55 76 TO 80 101 TO 105 FIXED<br />DEFINE IS1893 2016 LOAD<br />ZONE 0.36 RF 5 I 1 SS 2 ST 1 DM 0.05<br />SELFWEIGHT 1 <br />MEMBER WEIGHT<br />1 TO 16 37 TO 52 73 TO 88 109 TO 124 145 TO 160 181 TO 260 UNI 2.25<br />ELEMENT WEIGHT<br />261 TO 264 PRESSURE 3.125<br />FLOOR WEIGHT<br />_4 FLOAD -10<br />LOAD 1 LOADTYPE Seismic TITLE RSA 1<br />1893 LOAD X 1<br />LOAD 2 LOADTYPE Seismic TITLE RSA 2<br />1893 LOAD Y 1<br />LOAD 3 LOADTYPE Seismic TITLE RSA 3<br />1893 LOAD Z 1<br />LOAD 4 LOADTYPE Seismic TITLE RSA 4<br />1893 LOAD X -1<br />LOAD 5 LOADTYPE Seismic TITLE RSA 5<br />1893 LOAD Y -1<br />LOAD 6 LOADTYPE Seismic TITLE RSA 6<br />1893 LOAD Z -1<br />LOAD 7 LOADTYPE Dead TITLE DL<br />SELFWEIGHT Y -1<br />LOAD 8 LOADTYPE None TITLE FLOOR<br />FLOOR LOAD<br />_1 FLOAD -10 GY<br />_2 FLOAD -10 GY<br />_3 FLOAD -10 GY<br />_4 FLOAD -10 GY<br />LOAD 9 LOADTYPE Dead TITLE member weight<br />MEMBER LOAD<br />1 TO 16 37 TO 52 73 TO 88 109 TO 124 145 TO 160 181 TO 260 UNI GY -2.25<br />LOAD 10 LOADTYPE Dead TITLE element weight<br />ELEMENT LOAD<br />261 TO 264 PR GY -3.125<br />LOAD 11 LOADTYPE Seismic TITLE LC1<br />SPECTRUM CQC IS1893 2016 X 1 Z 1 DAMP 0.05<br />SOIL TYPE 2<br />PERFORM ANALYSIS<br />FINISH</p><div style="clear:both;"></div>Ask A Question Ihttps://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09Sat, 15 Jul 2023 03:05:14 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:691b3682-8274-45bb-aee9-aed8ae8e8decAsk a question in a forum.