A reinforced concrete rectangular section is shown in Figure 1. Given fc = 32 MPa, fsy = 500 MPa and Es = 200,000 MPa. R

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A Reinforced Concrete Rectangular Section Is Shown In Figure 1 Given Fc 32 Mpa Fsy 500 Mpa And Es 200 000 Mpa R 1 (27.07 KiB) Viewed 10 times

A reinforced concrete rectangular section is shown in Figure 1. Given fc = 32 MPa, fsy = 500 MPa and Es = 200,000 MPa. Reinforcement bars are N24 and concrete cover is 30 mm. Determine the ultimate negative (hogging) moment capacity of this section using the limiting concrete strain criterion of 0.003. 400 mm 600 mm Figure 1