A 1.5 5.0 40 kN/m 9.5 P (in kN) с 9.5 12.0 m P=201kN D E 200 kNm 1.0

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Determine the deflection at the left overhang using either the method of virtual work or the castigliano’s theorem.

P = 201kN

A
1.5
B
5.0
40 kN/m
9.5
P (in kN)
с
9.5
12.0 m
P = 201kN
D
E
TI
200 kNm
1.0
Transcribed Image Text:A 1.5 B 5.0 40 kN/m 9.5 P (in kN) с 9.5 12.0 m P = 201kN D E TI 200 kNm 1.0
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