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11-14. Determine the moments at the supports, then draw the moment diagram. The members are fixed connected at the supports and at joint B. The moment of inertia of each member is given in the figure. Take E = 200 GPa. 100 kN -2.4 m -2.4 m- A IAB = 320(10°) mm* 1.8 m IBc = 480(10') mm“ KI-75 kN 1.8 m

11-14. Determine the moments at the supports, then draw the moment diagram. The members are fixed connected at the supports and at joint B. The moment of inertia of each member is given in the figure. Take E = 200 GPa. 100 kN -2.4 m -2.4 m- A IAB = 320(10°) mm* 1.8 m IBc = 480(10') mm“ KI-75 kN 1.8 m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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11-14. Determine the moments at the supports, then draw the moment diagram. The members are fixed connected at the supports and at joint B. The moment of inertia of each member is given in the figure. Take E = 200 GPa. 100 kN -2.4 m -2.4 m- IAB = 320(10°) mm“ 1.8 m IBc = 480(10') mm“ +-75 kN 1.8 m C
Transcribed Image Text:11-14. Determine the moments at the supports, then draw the moment diagram. The members are fixed connected at the supports and at joint B. The moment of inertia of each member is given in the figure. Take E = 200 GPa. 100 kN -2.4 m -2.4 m- IAB = 320(10°) mm“ 1.8 m IBc = 480(10') mm“ +-75 kN 1.8 m C
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