Shear Force and Bending Moment Diagram for Cantilever Beam with U.D.L

Question:

L = 4m

U.D.L = 3kN/m

S.F.D = ?

B.M.D = ?

Solution:

Reaction at support = L x w = 4 x 3 = 12kN

Maximum Shear force at support = -12kN

Maximum Bending moment = (-wL2)/2 = -(3 x 42)/2 = -24kN.m

Answer:

Maximum S.F at support = -12kN

Maximum B.M at support = -24kN.m

 

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