w=6kN/m 20 kN B C A к 3 m 5 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Compute the vertical and horizontal component of the deflection at C of the frame in the following figure using the method of virtual force. The direction of uniformly distributed loading is "→". Take E=200GPa, I=240(106)mm4.
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