Question: Q 1 : For 3 5 0 m m 3 5 0 m m short column Biaxial bending M d x = 1 3 5

Q1:
For 350mm350mm short column
Biaxial bending
Mdx=135knm,Mlx=60knm
Mdy=120knmMly55knm
Pd=800kn?P
I =500kn
F'C=28mPa
Fy=420mPa
Find area of steel and no. of 25mm bars can be used
Draw section detailCivil Engineering
Q 1 : For 3 5 0 m m 3 5 0 m m short column

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