equally distributed to the shorter sides of the column. The centroid of the bars are 76 mm from the concrete surface. Use f’c = 21 MPa and fy = 415 MPa. 6.Determine the compressive force  on steel bars in the compression zone at balanced condition with bending about y-

Structural Analysis
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Chapter2: Loads On Structures
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A short rectangular column 300 mm along x-axis and 400 mm along y-axis. It is
reinforced with 8-20-mm-diameter longitudinal bars equally distributed to the shorter
sides of the column. The centroid of the bars are 76 mm from the concrete
surface. Use f’c = 21 MPa and fy = 415 MPa.

6.Determine the compressive force  on steel bars in the compression zone at balanced condition with bending about y-axis.

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