Can I get a detailed solution to this?
Extracted text: Design the bending and shear reinforcement for the beam shown in Fig. 2 using the following information: fcu = 30 N/mm² fy = = 500 N/mm² fyv = 250 N/mm² b = 350mm Qk = 20 kN/m Gr = 15 kN/m A B 6 m Fig.2 350 mm 450 mm