4 m A -3 m. B 20 kN
International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter4: Coplanar Equilibrium Analysis
Section: Chapter Questions
Problem 4.153P: Repeat Prob. 4.152 assuming that the 400-kN force is applied at O instead of L.
Related questions
Question
The frame in the figure is made of an HEA 300 profile (E = 210 GPa, material S355).
a) Determine the support reactions at point A. (1p)
b) Sketch the bending moment diagram caused by the loading. (1p)
c) Using the principle of virtual work (unit load method), calculate the vertical displacement at point B using moment diagrams. Also take into account the compression of the column. (3p)

Transcribed Image Text:4 m
A
-3 m.
B
20 kN
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