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Problem 3: Shear and moment at a point Determine the internal shear and moment half-way between point A and B. Support A is a
| M = 12 kN: m w = 3 kN/m | | | 6 m
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Answer #1

W = 3 kN/m 12 kN-m 3m * 3m-* EMA= 12 kN-m (VBx6) (1 Vp = 8kN {fy=o. VA + VB (1x6x3)=0 VA = 9-8 = 1 KN. EF x=0 Hq = 0 Load at- x= 4 kN/m - Shear force at C = VA = 1 - 6 = -5kn me a va x8) + (1x2xx) (2x) - - (143) + (12) = 3XN

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