3.) Vertical deflection at joint C of the frame shown. El is constant. E- 200 GPa, I= 980 cm
3.) Vertical deflection at joint C of the frame shown. El is constant. E- 200 GPa, I= 980 cm
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 8P
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Assigned P values 167.5
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