A B C fAB I Ef= constant

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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dont use deflection beam tables 

Use virtual work method

Length ab is 3m bc 3m cd 3m de 3m

 

A
C
fAB
Ef= constant
Find deflection
at A
due to unit
lond
IkN at
B without
B.
tablen.
uring
Prove
it is
kN.m3
-364.5
EI
Transcribed Image Text:A C fAB Ef= constant Find deflection at A due to unit lond IkN at B without B. tablen. uring Prove it is kN.m3 -364.5 EI
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