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  • You can see that there are many intermediate nodes present in the columns. I have merged these members so that they become single columns. I have created a group with the frames where Wind loading from X is supposed to be generated.

     

    _G1 1 4 7 10 17 19 25 27 31 34 TO 39 133 136 TO 141 270 273 TO 278 373 376 -

    377 TO 381 498 501 TO 506 631 634 TO 639 764 767 TO 772 897 900 TO 905 1030 -

    1033 TO 1038 1148 TO 1155 1172 TO 1179 1196 TO 1203 1220 TO 1227 -

    1276 TO 1283 1292 TO 1299 1342 TO 1349 1358 TO 1365

     

    Load case 7 has been refined as-

     

    LOAD 7 LOADTYPE None  TITLE WL +X

    WIND LOAD X 1 TYPE 1 LIST _G1

     

    This operation should be repeated for other directions.

    4135.Dhrubojyoti Ghosh JU Project - Copy (2).std

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  • You can see that there are many intermediate nodes present in the columns. I have merged these members so that they become single columns. I have created a group with the frames where Wind loading from X is supposed to be generated.

     

    _G1 1 4 7 10 17 19 25 27 31 34 TO 39 133 136 TO 141 270 273 TO 278 373 376 -

    377 TO 381 498 501 TO 506 631 634 TO 639 764 767 TO 772 897 900 TO 905 1030 -

    1033 TO 1038 1148 TO 1155 1172 TO 1179 1196 TO 1203 1220 TO 1227 -

    1276 TO 1283 1292 TO 1299 1342 TO 1349 1358 TO 1365

     

    Load case 7 has been refined as-

     

    LOAD 7 LOADTYPE None  TITLE WL +X

    WIND LOAD X 1 TYPE 1 LIST _G1

     

    This operation should be repeated for other directions.

    4135.Dhrubojyoti Ghosh JU Project - Copy (2).std

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