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Posted: Thu Feb 28, 2013 5:23 am Post subject: Permissible deflection of bridges/VUP under sustained load
My doubt is regarding the permissible deflection of bridges/VUP under sustained loading.
In IRC limit under LL is defined for vehicular as span/800
But no limit is defined for DL+SIDL or DL+SIDL+LL, if camber is not provided. Shall we proceed with the limits defined as in IS:456.
Kindly throw some light on this topic...
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