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Problem 2. Determine the horizontal deflection at point B. Use the PVW method. Include the normal and bending energies. E, A,Can this be done without Fixious Method? I have not done that method in class. I don't understand how there can be horizontal deflection without a horizontal force.

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Sols le deblertion at Point B. SVB= ? Vertical deflection af Point B. ast slep, Me and m diagram) Mica Bending moment at xxSubsistiduting the Values in equation 0 Svoga 12 T(-PRsino) -R sino ) (Rodo ЕТ Svo popisy wodo ne sino do Svo: PR² (+1) This

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