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Q2. A solid wooden beam (pine, with a maximum longitudinal stress 30 MPa, maximum shear stress 3 MPa and E = 9 GPa) spans a l

S=0.5845

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Lum 9- 200 kN/m AK I D Asked to F.BiD: * I * 1 TB C find (derive) Vx & M(x) 122 Tet 1 2 3 Ay +84-91-220 22-200x15 - 300KN tointernal load diagram: - (bor 225x232) K t A-300 ut u , (2-22) 2(x-222 (2-24) J => ) shear bovce (intemal) V);- x=0 (1 +ve) -

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