37 kN/m Hinge 155 kN A D B 5 m- -2.5 m- +2.5 m- I = 1680x10mm I = 1260x10 mm E = constant = 205 GPa
37 kN/m Hinge 155 kN A D B 5 m- -2.5 m- +2.5 m- I = 1680x10mm I = 1260x10 mm E = constant = 205 GPa
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
100%
Determine the deflection at point D using the following:
A) Double-Integration Method
B) Area-Moment Method
C) Conjugate Beam Method
Transcribed Image Text:37 kN/m
Hinge
155 kN
A
B
5 m-
-2.5 m 2.5 m-
I = 1680x10mm
I = 1260x10 mm
E = constant = 205 GPa
%3!
%3D
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