120 kN в B D -7 m- - 3 m– 5 m EI = constant E = 200 GPa I = 262 (10°) mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Use virtual work method to detrmine the slope and deflection at point D of the beam.

120 kN
B
D
tam-
- 3 m-
7 m
5 m
El = constant
E = 200 GPa
= 262 (10) mm*
I
Transcribed Image Text:120 kN B D tam- - 3 m- 7 m 5 m El = constant E = 200 GPa = 262 (10) mm* I
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