Q2) For the cantilever beam shown below. Draw the shear force diagram and design the beam for shear accordingly. The beam is subjected to concentrated dead load (P), and uniformly distributed (DL) and (LL). The self-weight is included in the dead load, (usc two legs stirrups Ø10 and take fe-30MPA, fyt 420MPA). h-400 +5n (mm) DL & LL P 60 + 0.5n (kN) h-65 DL = 22 +0.5 n (kN/m) LL 15+0.5 n (kN/m) 5.0m 350 n=13

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