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Column design Query_IS 13920-2016

 
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prakashsiyani
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Joined: 31 Dec 2009
Posts: 41

PostPosted: Fri Aug 10, 2018 7:10 am    Post subject: Column design Query_IS 13920-2016 Reply with quote

Dear All

I have attached details calculations. Please refer it in details, who interested in 13920-2016 ductility.


Earthquake Combination 6 is govern case for column main steel design.
Data: P = 1631 kN
         Mu2 = 80.84 kN-m
         Mu3 = -33.128 kN-m
         Shear in minor = 48.89 kN
         Shear in major = 42.54 kN


As per IS13920-2016, Cl.7.2 #8 & Cl.7.5 #10.

Data: P = 1631 kN
         Mu2 = 80.84 kN-m
         Mu3 = -2321 kN-m
         Shear in minor = 1029 kN
         Shear in major = 260 kN

         In x direction calculation

      P = 1631 kN
         Mu2 = -590.8 kN-m
         Mu3 = -33.128 kN-m
         Shear in minor = 1029 kN
         Shear in major = 260 kN

         In x direction calculation



Increase data due to IS 13920-2016


P= 1631/1631 =0
Mu2 = 590.8/80.84 = 7.34 times
Mu3 = -2321/33.128 = 70.06 times
Shear in minor = 1029/48.59 = 21.17 times
Shear in major = 260/42.54 = 6.11 times



Prakash Siyani
P-Cube Consultants.



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IS 13920-2016_Column Design Calculations.pdf
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