В >10KN 4m A 3m 3m Using Virtual Work: Compute for the vertical component of the deflection at B and the horizontal component for the deflection at B. E=30GPa and 500sqmm cross sectional area for the members
В >10KN 4m A 3m 3m Using Virtual Work: Compute for the vertical component of the deflection at B and the horizontal component for the deflection at B. E=30GPa and 500sqmm cross sectional area for the members
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 1P
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