NEED ASAP
Posted: Thu Jul 14, 2022 2:58 pm
NEED ASAP
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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