B >10KN 4m А, 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
B >10KN 4m А, 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
Chapter7: Deflections Of Trusses, Beams, And Frames: Work-energy Methods
Section: Chapter Questions
Problem 31P
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