a) 1. The support reaction forces at the A and C, in terms of P,be careful of thesign.
2. Give the expressions of the shear and moment at an arbitrary poistion x of AB segment, in terms of P and x, be careful of thesign.
3. Give the expressions of the shear and moment at an arbitrary poistion x of BC segment, in terms of P and x, be careful of thesign.
b)Given l= 1000 mm, P= 4000 N and l1/l=0.66, calculate the internal shear force and draw the moment diagram
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