Compute the vertical deflection at point B of the truss loaded
as shown. Use E = 200,000
MPa and A = 1,730 mm^2 for each truss member. use virtual
work method
MPa and A = 1,730 mm^2 for each truss member. 10 KN 10 KN 1.5m DM F B 1.5m 1.5m 1.5m 1.5m
MPa and A = 1,730 mm^2 for each truss member. 10 KN 10 KN 1.5m DM F B 1.5m 1.5m 1.5m 1.5m
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answerhappygod
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MPa and A = 1,730 mm^2 for each truss member. 10 KN 10 KN 1.5m DM F B 1.5m 1.5m 1.5m 1.5m
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