Resolving ERROR ONLY 1 UBC CASE CAN BE SOLVED PER ANALYSIS Staad pro connect edition
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4 سال پیش
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In STAAD, when you analyse
In STAAD, when you analyse a model containing UBC, IBC, IS1893, and various other seismic loads, the program has to first generate lateral loads per the rules of that code.
This means that STAAD must be told to retain those generated load values. If it is not told to do so, it will simply "forget" those load values once it has finished processing cases 1 and 2. Consequently, cases 21 and 22 will not reflect any effects of the seismic loads.
Another instance where STAAD needs to remember those generated lateral loads due to seismic cases is when a re-analysis has to be done following a member selection in steel design.
This means that STAAD must be told to retain those generated load values. If it is not told to do so, it will simply "forget" those load values once it has finished processing cases 1 and 2. Consequently, cases 21 and 22 will not reflect any effects of the seismic loads.
Another instance where STAAD needs to remember those generated lateral loads due to seismic cases is when a re-analysis has to be done following a member selection in steel design.
4 سال پیش
در تاریخ 1399/01/19 منتشر شده
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