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w=6kN/m 20 kN B C A к 3 m 5 m

w=6kN/m 20 kN B C A к 3 m 5 m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.

 

w=6kN/m 20 kN B C A к 3 m 5 m
Transcribed Image Text:w=6kN/m 20 kN B C A к 3 m 5 m
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