Current Revision posted to Structural Analysis and Design Wiki by saif86 on 4/26/2013 8:36:22 PM
Dear Sir,
I modeling and design a a concrete work shop building finally i want to move the reactions results to staad Foundation, but i found out a problem that all reaction results (Fy) and moments that tokes for design is a factored loads as a results form staad pro analysis, but the staad foundation take these loads as service loads to determine the dimensions of foundation Lo & Wo. Who Can I make Staad foundation to Distinguish between theses Combinations loads. you know for determine footing dimensions we use Service load (unfactored).