using moment area mothod, please For the beam shown compute the maximum deflection.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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using moment area
mothod, please
For the beam
shown compute the
maximum
deflection.
E = 1800ksil
k
= 46000in 8-t
8/4/14
f
For the beam shown compute the maximum deflection. E=1800 ksi, 1=46000 in
8k/ft
A
4
15'-
-30¹-
AB
Transcribed Image Text:using moment area mothod, please For the beam shown compute the maximum deflection. E = 1800ksil k = 46000in 8-t 8/4/14 f For the beam shown compute the maximum deflection. E=1800 ksi, 1=46000 in 8k/ft A 4 15'- -30¹- AB
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