Check the adequacy of the given beams to adequately support the 25kN/m distributed load. The diameter of stirrups is 10mm and concrete cover of 40 mm Use: fe' = 30 MPa fy -415 MPa W = 25 kN/m L=10m M = M = M = WL2 24 12 300 mm 3-25mm Support Section V M 450 mm M 300 mm 2-25mm Midspan Section W M V M TITIT