i would like to know how to model a 3d multistory reinforced concrete building with two way reinforced concrete slab, using STAAD PRO2000. This must be done considering that the STAAD PRO2000 MASTER/SLAVE options yields wrong results, so it can't be used. The building of course is subjected to seismic lateral loads (response spectrum or equivalent lateral analysis), so the effects of story torsion must be taken into consideration.
Any advice and recomendations from you fellow structural engineers will be highly appreciated.
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