37 kN/m Hinge 155 kN A wwww.am B 5 m- -2.5 m 2.5 m- I = 1680x10mm* 4 I = 1260x10 mm 205 GPa constant

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determine the deflection at point D using the following: (a) Double-Integration Method; (b) Area-Moment Method; (c) Conjugate Beam Method

155 kN
37 kN/m
Hinge
C
A
B
5 m
-2.5 m 2.5 m-
I= 1680x10°mm*
I= 1260x10mm
E = constant = 205 GPa
Transcribed Image Text:155 kN 37 kN/m Hinge C A B 5 m -2.5 m 2.5 m- I= 1680x10°mm* I= 1260x10mm E = constant = 205 GPa
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