16 kN/m B 2 m 40 kN + 2 m 2 m hinge) D 2 m 1. Draw the shear, bending moment, axial force diagrams, and qualitative deflected shape for the frame shown. (Ax = -64, Ay=-12, Ex = 0, Ey = 52 kN)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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16 kN/m
B
A
2 m
40 kN
+
2 m
2 m
hinge)
D
2 m
E
1. Draw the shear, bending moment, axial force
diagrams, and qualitative deflected shape for the
frame shown.
(Ax = -64, Ay = -12, Ex = 0, Ey = 52 kN)
Transcribed Image Text:16 kN/m B A 2 m 40 kN + 2 m 2 m hinge) D 2 m E 1. Draw the shear, bending moment, axial force diagrams, and qualitative deflected shape for the frame shown. (Ax = -64, Ay = -12, Ex = 0, Ey = 52 kN)
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