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)
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)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![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)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7ca60c26-648b-48aa-a0cf-8e03edac4cc6%2Fe63ec109-2f90-4804-a845-fabe2987c7fa%2Fu5n61mf_processed.png&w=3840&q=75)
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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