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nikhilagrawal SEFI Member
Joined: 10 Apr 2013 Posts: 6
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Posted: Wed Apr 10, 2013 8:04 pm Post subject: SEISMIC ANALYSIS OF BUILDING USING STAADPRO |
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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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