Depending upon the foundation settlement criteria and the type and duration of the LL, possibly for foundations on cohesive deposits with transient live loads. Do not recommend using the reduced live load calculated by structural engineers using the IBC.
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Bryan Sweeney Ph.D., P.E., BC.GE, M.ASCE
SR VICE PRES
Haley & Aldrich, Inc.
Hingham MA
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Original Message:
Sent: 10-17-2023 10:31 AM
From: Vijaya Saidu
Subject: ASCE 7-10 Reduced Live Loads
Can the foundations be designed considering the reduced live loads on columns.
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Vijaya Saidu R.Eng, M.ASCE
Civil and Structural Engineer
Chaguanas
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