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Question: A rectangular column is shown in the figure, assuming fc′=28Mpa,fy=345Mpa, and e=155 mm, calculate the following: 1. stress of outermost tension bars Mpa 2. Stress of rebar below the plastic centroid Mpa 3. depth of neutral axis mm 4. Ultimate axial force capacity of the section kN
Question: A rectangular column is shown in the figure, assuming fc′=28Mpa,fy=345Mpa, and e=155 mm, calculate the following: 1. stress of outermost tension bars Mpa 2. Stress of rebar below the plastic centroid Mpa 3. depth of neutral axis mm 4. Ultimate axial force capacity of the section kN
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