35 kN/m -5m 1600 (10) mm E B 150 kN Hinge -2.5m-2.5 m- 1200 (10) mm E-constant-210 GPa D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Use virtual work method. Determine the slope and deflection at point A  figure as shown.​

35 kN/m
-5m-
1600 (10%) mm²
E
B
150 kN
Hinge
-2.5m-25 m-
1200 (10) mm
E-constant-210 GPa
D
Transcribed Image Text:35 kN/m -5m- 1600 (10%) mm² E B 150 kN Hinge -2.5m-25 m- 1200 (10) mm E-constant-210 GPa D
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