400 mm fy = 501.6 MPa 1- Consider the reinforced concrete T-beam shown in figure 1. Assume that in the tensile part of the section. Calculate the design flexural capacity, stress strain diagram for the T-beam. 18 steel bars are used M,? Please draw the fe' = 94.2 MPa 350 mm 80 mm 800 mm 200 mm 318 Figure 1