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DESIGN SHED

 
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srikrishnagrandhi
SEFI Member
SEFI Member


Joined: 09 May 2015
Posts: 8

PostPosted: Thu Mar 03, 2016 2:02 pm    Post subject: DESIGN SHED Reply with quote

HI SIR,
  

            This krish now doing the one shed design in staad pro .now i am consider dead load in self weigh is 1.25 and member load is 40kg/M^2 and dead load in member load is 75 kg/m^2 and wind load is location is bellary.
There basic wind speed 39 m/s and category-3,class-A .this mean probable design life 50 years.so please any runanalysis this design in staad pro and code IS 800:1984 .so after plesase send to me
  



Regard
Krish
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