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Draw shear force and bending moment diagrams locating all important features for a cantilever 4 m long carries a load 4 kN at free end and a UDL of 2 kN/m over 2 m from the free end.
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S.F calculations +ve

S.F_{c} = 4kN

S.F_{B} = 4 + (2 x 2) = 8 kN

S.F_{A} = 8 kN4

B.M Calculations +ve

B.M_{c} = 0

B.M_{B} = 4 x 2 - (2 x 2) x 1

= -12 kN-m

B.M_{A} = - 4 x 4 - 2 x 2 x 3

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