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Posted: Fri Aug 10, 2018 7:10 am Post subject: Column design Query_IS 13920-2016
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.
Warning: Make sure you scan the downloaded attachment with updated antivirus tools before opening them. They may contain viruses. Use online scanners here and here to upload downloaded attachment to check for safety.
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