The rigid bar BDE is welded at point B to the rolled-steel beam AC. 12kN load is applied 0.75m from A. a) Draw the V and Diagram and then calculate: b) the slope at point A, c) the deflection at point B. Use E-200 GPa. d) Maximum deflection and show its location.
The rigid bar BDE is welded at point B to the rolled-steel beam AC. 12kN load is applied 0.75m from A. a) Draw the V and Diagram and then calculate: b) the slope at point A, c) the deflection at point B. Use E-200 GPa. d) Maximum deflection and show its location.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![The rigid bar BDE is welded at point B to the rolled-steel beam AC. 12kN load is
applied 0.75m from A.
a) Draw the V and Diagram and then calculate:
b) the slope at point A,
c) the deflection at point B. Use E-200 GPa.
d) Maximum deflection and show its location.
12kN
A
BY
D
20 kN/m
E
60 KN
-1.5 m 1.5 m-1.5 m
C
W410 X 85](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F1e4fcbe0-ed74-4447-b38a-a2af13f9fabc%2Fe9feaa2f-4b94-476d-83f3-5fd6cfee6b1f%2F3yqbesi_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The rigid bar BDE is welded at point B to the rolled-steel beam AC. 12kN load is
applied 0.75m from A.
a) Draw the V and Diagram and then calculate:
b) the slope at point A,
c) the deflection at point B. Use E-200 GPa.
d) Maximum deflection and show its location.
12kN
A
BY
D
20 kN/m
E
60 KN
-1.5 m 1.5 m-1.5 m
C
W410 X 85
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