<?xml version="1.0" encoding="UTF-8" ?>
<?xml-stylesheet type="text/xsl" href="https://communities.bentley.com/cfs-file/__key/system/syndication/rss.xsl" media="screen"?><rss version="2.0" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:slash="http://purl.org/rss/1.0/modules/slash/" xmlns:wfw="http://wellformedweb.org/CommentAPI/"><channel><title>hi everyone, can anybody help me to solve this model because have error of the snow and seismic loads??</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/238899/hi-everyone-can-anybody-help-me-to-solve-this-model-because-have-error-of-the-snow-and-seismic-loads</link><description>STAAD SPACE START JOB INFORMATION ENGINEER DATE 30-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 55 468.544 16072.7 192.577; 73 507.061 16072.7 -1.061; 107 358.857 16072.7 356.735; 151 7030.99 14763.7 2911.01; 152 7609.76 14763</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: hi everyone, can anybody help me to solve this model because have error of the snow and seismic loads??</title><link>https://communities.bentley.com/thread/744430?ContentTypeID=1</link><pubDate>Sun, 04 Dec 2022 04:19:14 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5f774b64-d223-49f1-909e-7c31fa108570</guid><dc:creator>Dragon</dc:creator><description>&lt;p&gt;thx so much&amp;nbsp;   &lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: hi everyone, can anybody help me to solve this model because have error of the snow and seismic loads??</title><link>https://communities.bentley.com/thread/744429?ContentTypeID=1</link><pubDate>Sun, 04 Dec 2022 04:16:06 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:55969d77-3be0-411f-9db6-9511f071494d</guid><dc:creator>Dragon</dc:creator><description>&lt;p&gt;Look&amp;nbsp;&lt;/p&gt;
&lt;p&gt;STAAD SPACE&lt;br /&gt;START JOB INFORMATION&lt;br /&gt;ENGINEER DATE 30-Nov-22&lt;br /&gt;END JOB INFORMATION&lt;br /&gt;INPUT WIDTH 79&lt;br /&gt;UNIT MMS KN&lt;br /&gt;JOINT COORDINATES&lt;br /&gt;55 468.544 16072.7 192.577; 73 507.061 16072.7 -1.061;&lt;br /&gt;107 358.857 16072.7 356.735; 151 7030.99 14763.7 2911.01;&lt;br /&gt;152 7609.76 14763.6 -1.061; 153 467.483 16072.7 -195.138;&lt;br /&gt;154 357.222 16072.7 -359.182; 155 5380.16 14763.6 -5381.66;&lt;br /&gt;156 192.577 16072.7 -468.544; 157 2911.01 14763.7 -7030.99;&lt;br /&gt;158 -1.38609 16072.7 -506.574; 159 -1.061 14763.6 -7609.76;&lt;br /&gt;160 -195.138 16072.7 -467.483; 161 -2913.26 14763.7 -7030.06;&lt;br /&gt;162 -359.182 16072.7 -357.222; 163 -5381.66 14763.6 -5380.16;&lt;br /&gt;164 -468.544 16072.7 -192.577; 165 -7030.99 14763.7 -2911.01;&lt;br /&gt;166 -506.574 16072.7 1.38609; 167 -7609.76 14763.6 1.061;&lt;br /&gt;168 -467.483 16072.7 195.138; 169 -7030.06 14763.7 2913.26;&lt;br /&gt;170 -357.222 16072.7 359.182; 171 -5380.16 14763.6 5381.66;&lt;br /&gt;172 -192.577 16072.7 468.544; 173 -2911.01 14763.7 7030.99;&lt;br /&gt;174 1.38609 16072.7 506.574; 175 1.061 14763.6 7609.76;&lt;br /&gt;176 195.138 16072.7 467.483; 177 2913.26 14763.7 7030.06;&lt;br /&gt;178 5381.66 14763.6 5380.16; 179 10753.6 13363.4 -10755.1;&lt;br /&gt;180 -1.04676 13363.4 -15208.9; 181 -10755.1 13363.4 -10753.6;&lt;br /&gt;182 -15208.9 13363.4 1.04676; 183 -10753.6 13363.4 10755.1;&lt;br /&gt;184 1.04676 13363.4 15208.9; 185 14051.6 13363.4 5819.23;&lt;br /&gt;186 7030.06 14763.7 -2913.26; 187 14050.8 13363.4 -5821.16;&lt;br /&gt;188 5819.23 13363.4 -14051.6; 189 -5821.16 13363.4 -14050.8;&lt;br /&gt;190 -14051.6 13363.4 -5819.23; 191 -14050.8 13363.4 5821.16;&lt;br /&gt;192 -5819.23 13363.4 14051.6; 193 5821.16 13363.4 14050.8;&lt;br /&gt;194 5814.36 14763.6 4732.38; 195 7165.89 14763.7 2232.28;&lt;br /&gt;196 7457.68 14763.6 -765.071; 197 6645.51 14763.7 -3488.58;&lt;br /&gt;198 4732.38 14763.6 -5814.36; 199 2232.28 14763.7 -7165.89;&lt;br /&gt;200 -765.071 14763.6 -7457.68; 201 -3488.58 14763.7 -6645.51;&lt;br /&gt;202 -5814.36 14763.6 -4732.38; 203 -7165.89 14763.7 -2232.28;&lt;br /&gt;204 -7457.68 14763.6 765.071; 205 -6645.51 14763.7 3488.58;&lt;br /&gt;206 -4732.38 14763.6 5814.36; 207 -2232.28 14763.7 7165.89;&lt;br /&gt;208 765.071 14763.6 7457.68; 209 3488.58 14763.7 6645.51;&lt;br /&gt;210 -7303.51 14763.7 -1539.83; 211 -14554.4 13363.4 -4413.91;&lt;br /&gt;212 -7446.59 14763.6 -819.909; 213 -14916.9 13363.4 -2966.08;&lt;br /&gt;214 -15135.8 13363.4 -1489.68; 215 -6222.06 14763.7 -4122.03;&lt;br /&gt;216 -11757.4 13363.4 -9647.65; 217 -6606.43 14763.7 -3546.6;&lt;br /&gt;218 -12646.3 13363.4 -8448.75; 219 -13413.6 13363.4 -7168.5;&lt;br /&gt;220 -6253.18 14763.7 4075.54; 221 -5845.3 14763.6 4685.77;&lt;br /&gt;222 -7314.38 14763.7 1484.95; 223 -7179.28 14763.7 2163.63;&lt;br /&gt;224 -13412.6 13363.4 7170.41; 225 -12645.2 13363.4 8450.51;&lt;br /&gt;226 -11756 13363.4 9649.26; 227 -15135.6 13363.4 1491.81;&lt;br /&gt;228 -14916.5 13363.4 2968.15; 229 -14553.7 13363.4 4415.93;&lt;br /&gt;230 -1539.83 14763.7 7303.51; 231 -819.909 14763.6 7446.59;&lt;br /&gt;232 -4122.03 14763.7 6222.06; 233 -3546.6 14763.7 6606.43;&lt;br /&gt;234 -4413.91 13363.4 14554.4; 235 -2966.08 13363.4 14916.9;&lt;br /&gt;236 -1489.68 13363.4 15135.8; 237 -9647.65 13363.4 11757.4;&lt;br /&gt;238 -8448.75 13363.4 12646.3; 239 -7168.5 13363.4 13413.6;&lt;br /&gt;240 4075.54 14763.7 6253.18; 241 4685.77 14763.6 5845.3;&lt;br /&gt;242 1484.95 14763.7 7314.38; 243 2163.63 14763.7 7179.28;&lt;br /&gt;244 7170.41 13363.4 13412.6; 245 8450.51 13363.4 12645.2;&lt;br /&gt;246 9649.26 13363.4 11756; 247 1491.81 13363.4 15135.6;&lt;br /&gt;248 2968.15 13363.4 14916.5; 249 4415.93 13363.4 14553.7;&lt;br /&gt;250 7303.51 14763.7 1539.83; 251 7446.59 14763.6 819.909;&lt;br /&gt;252 6222.06 14763.7 4122.03; 253 6606.43 14763.7 3546.6;&lt;br /&gt;254 14554.4 13363.4 4413.91; 255 14916.9 13363.4 2966.08;&lt;br /&gt;256 15135.8 13363.4 1489.68; 257 11757.3 13363.4 9647.63;&lt;br /&gt;258 12646.4 13363.4 8448.75; 259 13413.6 13363.4 7168.51;&lt;br /&gt;260 6253.18 14763.7 -4075.54; 261 5845.3 14763.6 -4685.77;&lt;br /&gt;262 7314.38 14763.7 -1484.95; 263 7179.28 14763.7 -2163.63;&lt;br /&gt;264 13412.6 13363.4 -7170.41; 265 12645.2 13363.4 -8450.51;&lt;br /&gt;266 11756 13363.4 -9649.26; 267 15135.6 13363.4 -1491.81;&lt;br /&gt;268 14916.5 13363.4 -2968.15; 269 14553.7 13363.4 -4415.93;&lt;br /&gt;270 1539.83 14763.7 -7303.51; 271 819.909 14763.6 -7446.59;&lt;br /&gt;272 4122.03 14763.7 -6222.06; 273 3546.6 14763.7 -6606.43;&lt;br /&gt;274 4413.91 13363.4 -14554.4; 275 2966.08 13363.4 -14916.9;&lt;br /&gt;276 1489.68 13363.4 -15135.8; 277 9647.65 13363.4 -11757.4;&lt;br /&gt;278 8448.75 13363.4 -12646.3; 279 7168.5 13363.4 -13413.6;&lt;br /&gt;280 -4075.54 14763.7 -6253.18; 281 -4685.77 14763.6 -5845.3;&lt;br /&gt;282 -1484.95 14763.7 -7314.38; 283 -2163.63 14763.7 -7179.28;&lt;br /&gt;284 -7170.41 13363.4 -13412.6; 285 -8450.51 13363.4 -12645.2;&lt;br /&gt;286 -9649.26 13363.4 -11756; 287 -1491.81 13363.4 -15135.6;&lt;br /&gt;288 -2968.15 13363.4 -14916.5; 289 -4415.93 13363.4 -14553.7;&lt;br /&gt;322 10755.1 13363.4 10753.6; 323 15208.9 13363.4 -1.04676;&lt;br /&gt;338 114.551 15824.4 114.551; 339 -2.97579e-014 15824.4 162;&lt;br /&gt;340 -114.551 15824.4 114.551; 341 -162 15824.4 -1.98386e-014;&lt;br /&gt;342 -114.551 15824.4 -114.551; 343 9.91931e-015 15824.4 -162;&lt;br /&gt;344 114.551 15824.4 -114.551; 345 163.061 15824.4 1.061; 552 0 15824.4 0;&lt;br /&gt;555 7609.76 263.599 -1.061; 556 5380.16 263.599 -5381.66;&lt;br /&gt;557 -1.061 263.599 -7609.76; 558 -5381.66 263.599 -5380.16;&lt;br /&gt;559 -7609.76 263.599 1.061; 560 -5380.16 263.599 5381.66;&lt;br /&gt;561 1.061 263.599 7609.76; 562 5381.66 263.599 5380.16; 563 0 744.399 0;&lt;br /&gt;MEMBER INCIDENCES&lt;br /&gt;257 211 203; 259 213 210; 261 214 212; 263 216 202; 265 218 215; 267 219 217;&lt;br /&gt;274 224 205; 275 225 220; 276 226 221; 277 227 204; 278 228 222; 279 229 223;&lt;br /&gt;286 234 207; 287 235 230; 288 236 231; 289 237 206; 290 238 232; 291 239 233;&lt;br /&gt;298 244 209; 299 245 240; 300 246 241; 301 247 208; 302 248 242; 303 249 243;&lt;br /&gt;310 254 195; 311 255 250; 312 256 251; 313 257 194; 314 258 252; 315 259 253;&lt;br /&gt;322 264 197; 323 265 260; 324 266 261; 325 267 196; 326 268 262; 327 269 263;&lt;br /&gt;333 274 199; 334 275 270; 335 276 271; 336 277 198; 337 278 272; 338 279 273;&lt;br /&gt;345 284 201; 346 285 280; 347 286 281; 348 287 200; 349 288 282; 350 289 283;&lt;br /&gt;455 338 339; 456 339 340; 457 340 341; 458 341 342; 459 342 343; 460 343 344;&lt;br /&gt;461 344 345; 462 345 338; 845 344 552; 846 552 340; 847 343 552; 848 552 345;&lt;br /&gt;849 552 338; 850 339 552; 851 341 552; 853 342 552; 862 55 107; 863 73 55;&lt;br /&gt;865 154 153; 866 156 154; 867 158 156; 868 160 158; 869 162 160; 870 164 162;&lt;br /&gt;871 166 164; 872 168 166; 873 170 168; 874 172 170; 875 174 172; 876 176 174;&lt;br /&gt;878 339 174; 879 338 107; 880 345 73; 881 344 154; 882 343 158; 883 162 342;&lt;br /&gt;884 341 166; 885 340 170; 886 176 107; 887 73 153; 955 181 162; 956 164 190;&lt;br /&gt;957 166 182; 958 168 191; 959 170 183; 960 192 172; 961 174 184; 962 193 176;&lt;br /&gt;963 55 185; 964 322 107; 965 73 323; 966 187 153; 967 154 179; 968 188 156;&lt;br /&gt;969 158 180; 970 189 160; 1035 552 563; 1036 152 555; 1039 171 560;&lt;br /&gt;1040 167 559; 1041 152 186; 1042 186 155; 1043 157 155; 1044 157 159;&lt;br /&gt;1045 159 161; 1046 161 163; 1047 163 165; 1048 165 167; 1049 169 167;&lt;br /&gt;1050 169 171; 1051 171 173; 1052 173 175; 1053 175 177; 1054 177 178;&lt;br /&gt;1055 178 151; 1056 151 152; 1057 561 175; 1058 155 556; 1059 557 159;&lt;br /&gt;1060 558 163; 1061 562 178;&lt;br /&gt;START GROUP DEFINITION&lt;br /&gt;FLOOR&lt;br /&gt;_SNOW 455 TO 462 845 TO 851 853 862 863 865 TO 876 878 TO 887 955 TO 970 1041 -&lt;br /&gt;1042 TO 1056&lt;br /&gt;_FLOOR_ALL_PART 257 259 261 263 265 267 274 TO 279 286 TO 291 298 TO 303 310 -&lt;br /&gt;311 TO 315 322 TO 327 333 TO 338 345 TO 350 455 TO 462 845 TO 851 853 862 -&lt;br /&gt;863 865 TO 876 878 TO 887 955 TO 970 1041 TO 1056&lt;br /&gt;END GROUP DEFINITION&lt;br /&gt;DEFINE MATERIAL START&lt;br /&gt;ISOTROPIC STEEL&lt;br /&gt;E 100000&lt;br /&gt;POISSON 0.3&lt;br /&gt;DENSITY 7.68195e-008&lt;br /&gt;ALPHA 1.2e-005&lt;br /&gt;DAMP 0.03&lt;br /&gt;TYPE STEEL&lt;br /&gt;STRENGTH FY 0.2532 FU 0.4078 RY 1.5 RT 1.2&lt;br /&gt;ISOTROPIC ALUMINUM&lt;br /&gt;E 68.9476&lt;br /&gt;POISSON 0.33&lt;br /&gt;DENSITY 2.66018e-008&lt;br /&gt;ALPHA 2.3e-005&lt;br /&gt;DAMP 0.03&lt;br /&gt;END DEFINE MATERIAL&lt;br /&gt;MEMBER PROPERTY AMERICAN&lt;br /&gt;257 259 261 263 265 267 274 TO 279 286 TO 291 298 TO 303 310 TO 315 -&lt;br /&gt;322 TO 327 333 TO 338 345 TO 350 TABLE ST W6X9&lt;br /&gt;MEMBER PROPERTY EUROPEAN&lt;br /&gt;862 863 865 TO 876 886 887 955 TO 970 1041 TO 1056 TABLE ST IPE270&lt;br /&gt;MEMBER PROPERTY AMERICAN&lt;br /&gt;1035 1036 1039 1040 1057 TO 1061 TABLE ST PIPE OD 273 ID 247.6&lt;br /&gt;MEMBER PROPERTY AMERICAN&lt;br /&gt;455 TO 462 845 TO 851 853 878 TO 885 PRIS YD 16&lt;br /&gt;CONSTANTS&lt;br /&gt;MATERIAL STEEL ALL&lt;br /&gt;SUPPORTS&lt;br /&gt;179 TO 185 187 TO 193 211 213 214 216 218 219 224 TO 229 234 TO 239 -&lt;br /&gt;244 TO 249 254 TO 259 264 TO 269 274 TO 279 284 TO 289 322 323 555 TO 562 -&lt;br /&gt;563 FIXED&lt;br /&gt;DEFINE SNOW LOAD&lt;br /&gt;TYPE 1 PG 1e-006 CE 0.8 CT 1.2 I 1&lt;br /&gt;DEFINE DAMPING INFORMATION&lt;br /&gt;EVALUATE 0&lt;br /&gt;END&lt;br /&gt;DEFINE WIND LOAD&lt;br /&gt;TYPE 1 WIND 1&lt;br /&gt;&amp;lt;! STAAD PRO GENERATED DATA DO NOT MODIFY !!!&lt;br /&gt;ASCE-7-2010:PARAMS 30.000 M/SEC 0 2 1 1 30420.000 MM 0.000 MM 16072.701 MM 1 -&lt;br /&gt;1 16072.701 MM 30420.000 MM 13500.000 MM 2.000 0.010 0 -&lt;br /&gt;0 0 0 0 1.106 1.093 1.000 0.850 0 -&lt;br /&gt;0 0 0 0.868 0.800 -0.550&lt;br /&gt;!&amp;gt; END GENERATED DATA BLOCK&lt;br /&gt;INT 6.53887e-007 6.53887e-007 6.62164e-007 6.68605e-007 6.74411e-007 -&lt;br /&gt; 6.79206e-007 6.83105e-007 6.86579e-007 6.90324e-007 6.9355e-007 6.96323e-007 -&lt;br /&gt; 6.99098e-007 7.01762e-007 7.04119e-007 7.06199e-007 7.12899e-007 HEIG 0 4572 -&lt;br /&gt; 5456.67 6341.34 7226.01 8110.68 8995.35 9880.02 10764.7 11649.3 12534 -&lt;br /&gt; 13418.7 14303.4 15188 16072.7 16500&lt;br /&gt;EXP 1 JOINT 55 73 107 151 TO 289 322 323 338 TO 345 552 555 TO 563&lt;br /&gt;DEFINE REFERENCE LOADS&lt;br /&gt;LOAD R1 LOADTYPE None TITLE REF &lt;br /&gt;SELFWEIGHT Y -1 LIST ALL&lt;br /&gt;END DEFINE REFERENCE LOADS&lt;br /&gt;DEFINE IBC 2006&lt;br /&gt;ZIP 92887 I 1 RX 3 RZ 4 SCLASS 4 TL 8&lt;br /&gt;REFERENCE LOAD Y&lt;br /&gt;R1 -1.0 &lt;br /&gt;LOAD 1 LOADTYPE Wind TITLE WIND LOAD X&lt;br /&gt;WIND LOAD X 1 TYPE 1&lt;br /&gt;WIND LOAD X -1 TYPE 1&lt;br /&gt;LOAD 2 LOADTYPE Wind TITLE WIND LOAD Z&lt;br /&gt;WIND LOAD Z -1 TYPE 1&lt;br /&gt;WIND LOAD Z 1 TYPE 1&lt;br /&gt;LOAD 3 LOADTYPE Temperature TITLE TE&lt;br /&gt;TEMPERATURE LOAD&lt;br /&gt;257 259 261 263 265 267 274 TO 279 286 TO 291 298 TO 303 310 TO 315 -&lt;br /&gt;322 TO 327 333 TO 338 345 TO 350 455 TO 462 845 TO 851 853 862 863 -&lt;br /&gt;865 TO 876 878 TO 887 955 TO 970 1035 1036 1039 TO 1061 TEMP 70 70&lt;br /&gt;LOAD 4 LOADTYPE Snow TITLE SNOW&lt;br /&gt;FLOOR LOAD&lt;br /&gt;_SNOW FLOAD -1e-006 GY&lt;br /&gt;LOAD 6 LOADTYPE Dead TITLE Reference&lt;br /&gt;REFERENCE LOAD&lt;br /&gt;R1 1.0 &lt;br /&gt;LOAD COMB 5 COMBINATION LOAD CASE 5&lt;br /&gt;1 1.0 2 1.0 3 1.0 4 1.0 6 1.0 &lt;br /&gt;PERFORM ANALYSIS PRINT ALL&lt;br /&gt;FINISH&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: hi everyone, can anybody help me to solve this model because have error of the snow and seismic loads??</title><link>https://communities.bentley.com/thread/744055?ContentTypeID=1</link><pubDate>Thu, 01 Dec 2022 09:43:59 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7b787590-a6b5-43a8-9e9f-6489b3a0792f</guid><dc:creator>Abhisek M</dc:creator><description>&lt;p&gt;PFA the modified file which runs without any error.&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/3513.Structure1.STD"&gt;communities.bentley.com/.../3513.Structure1.STD&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;Regarding the warning related to wind load please refer below discussion.&lt;/p&gt;
&lt;p&gt;&amp;nbsp;&lt;a href="https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/169272/warning-fx-fy-fz-wind-forces-3-0742e-01-0-0000e-00-0-0000e-00-at-coordinates-1-1272e-01-3-2000e-00--5-2478e-05-ignored"&gt;WARNING-fx fy fz wind forces:  3.0742E-01  0.0000E+00  0.0000E+00 at coordinates:1.1272E+01  3.2000E+00 -5.2478E-05 ignored.&lt;/a&gt;&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: hi everyone, can anybody help me to solve this model because have error of the snow and seismic loads??</title><link>https://communities.bentley.com/thread/743996?ContentTypeID=1</link><pubDate>Thu, 01 Dec 2022 07:40:43 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5da269b5-ba0f-4b61-9b3a-4c5244e1ba00</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;Circle load option is not available in STAAD.Pro.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: hi eveyone can anybody help me to add wind and snow and seismic load of the load ??</title><link>https://communities.bentley.com/thread/743949?ContentTypeID=1</link><pubDate>Thu, 01 Dec 2022 04:13:02 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:305a6273-3f45-4d0b-9835-6795dc8465ad</guid><dc:creator>Dragon</dc:creator><description>&lt;p&gt;thx bro but I didn&amp;#39;t get anything about apply circle load&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: hi eveyone can anybody help me to add wind and snow and seismic load of the load ??</title><link>https://communities.bentley.com/thread/743846?ContentTypeID=1</link><pubDate>Wed, 30 Nov 2022 16:19:38 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d0272c27-eb96-427c-a134-c18e8fde7d4d</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;You can find some videos on this topic in this Bentley Structural playlist:&amp;nbsp;&lt;a href="https://www.youtube.com/@BentleyStructuralAnalysis/playlists?view=50&amp;amp;sort=dd&amp;amp;shelf_id=4"&gt;www.youtube.com/.../playlists&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>