Using either the Unit Load Method (Method of Virtual Work) or the Castigliano's Method/Principle, determine the vertical deflection of pt. D of the rigid frame below. Neglect the axial effect. P = 150 kn 2.0n 4.0m Assume constant EI E= 2106Pa I: 1.23m4 5.0m

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Using either the Unit Load Method (Method of Virtual Work) or the Castigliano's Method/Principle,
determine the vertical deflection of pt. D of the rigid frame below. Neglect the axial effect.
30
P = 150 kn
2.0n
|4.0m
Assume constunt EI
E= 210GPA
1- 23mt
5.0m
Transcribed Image Text:Using either the Unit Load Method (Method of Virtual Work) or the Castigliano's Method/Principle, determine the vertical deflection of pt. D of the rigid frame below. Neglect the axial effect. 30 P = 150 kn 2.0n |4.0m Assume constunt EI E= 210GPA 1- 23mt 5.0m
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