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clause 9.2_overturning and sliding check
This forum is locked: you cannot post, reply to, or edit topics.This topic is locked: you cannot edit posts or make replies.Thank Post www.www.buonovino.com Forum Index->E-conference on IS 16700 13th March to 18th March 2018
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hemalmistry
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Joined: 01 Jul 2009
Posts: 70
PostPosted: Fri Mar 16, 2018 4:57 pmPost subject: clause 9.2_overturning and sliding check Reply with quote
Code requires to consider unfactored (factor 1) gravity load for overturning and sliding check. Generally gravity load provide stabilizing moment and sliding resistance for such checks.

My query is:

(1) what shall be load factor for live load (0, 1 or part)
(2) what shall be load factor for dead load (0.9 or 1)
(3) what is multiplying factor 2.5 for seismic case. Is it over strength factor
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