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Permissible deflection of bridges/VUP under sustained load

 
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SKRNARANG
SEFI Regulars
SEFI Regulars


Joined: 20 Apr 2012
Posts: 21

PostPosted: Thu Feb 28, 2013 5:23 am    Post subject: Permissible deflection of bridges/VUP under sustained load Reply with quote

Respected sefians,
     
          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...

thanking you

regards,
Sandeep Kumar Narang
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