Question: A roinioreed contgole.@ 2 0 6 , 8 0 8 6 Miestionig shown in Figure 1 . Given fo = 2 2 Mpa Esy =

A roinioreed contgole."@ 206,8086 Miestionig shown in Figure 1. Given fo =22 Mpa Esy =500 MPa and Es =200,000 MPa. Reinforcement bars are N24 and concrete limitine concrete strain criterion of 0.003 coverine the wit male crierow o/ a goins) moment capaciy of this section using the

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