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SEISMIC ANALYSIS OF BUILDING USING STAADPRO

 
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nikhilagrawal
SEFI Member
SEFI Member


Joined: 10 Apr 2013
Posts: 6

PostPosted: Wed Apr 10, 2013 8:04 pm    Post subject: SEISMIC ANALYSIS OF BUILDING USING STAADPRO Reply with quote

While Designing G+5 building in staadpro i got the same area of steel in case of column design from 2nd floor to 5th floor. Is there any mistake during designing.......pls help me to find out this problem.....
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