Fixed load bending moment MD = 130 kN·m, live load bendingmoment ML = 140 kNNm
Rectangular short beams with width b = 400 mm and depth h = 600 mmare designed as follows:
Determine design suitability. Assume the coating thickness is 40mm.(f ck = 27 MPa, f y = 300 MPa , tensile reinforcement 6-D22,shear reinforcement D10)
