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Obtain the equations of the elastic curve and use them to determine the deflection and rotation at point B in terms of E, I, F and L. Determine the maximum bending stress in the wood and steel of the composite section given below, knowing
E, = 1875 ksi
Es = 29000 ksi
M = 400 in-kip
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Shear forces and bending moment
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State and prove parallelogram law forces
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Torsion equation derivation
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