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Mr. Ratheesh Kuppusamy, M.ASCE


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ASD load combination (uplift case) and overturning factor

Posted By Ratheesh Kuppusamy 12-24-2019 08:49 AM
Found In Egroup: Integrated Buildings & Structures \ view thread
Dear Members, For the following load combination in ASCE7-05, what should be the overturning and sliding factor (wind or seismic) to be considered in the foundation design. 0.6D + W + H 0.6D + 0.7E + H It is understood that 0.6D+W combination assumes a 10% over-estimate in gravity load (0.9D) ...