o In total, there are Σ F, = 0. : A, = Σ ΜΑ = 0 : Ex = ΣFx = 0: Ax= 2. Free body: member CDE: Mc = 0: Dx = O O O forces/reac lb; lb; lb; lb pc
o In total, there are Σ F, = 0. : A, = Σ ΜΑ = 0 : Ex = ΣFx = 0: Ax= 2. Free body: member CDE: Mc = 0: Dx = O O O forces/reac lb; lb; lb; lb pc
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 2P
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Statics Homework #7
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