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Q.5 A non-uniform, rigid jointed frame is pinned at support C and fixed at support A as shown in Figure Q.5. For the loading indicated, and using the moment distribution method, (a) determine the final bending moments at supports A and C and at joint B, (b) determine the support reactions, (c) sketch the bending moment diagram for the frame ABC indicating all salient values. Hint: Determine Vc and MA using the moment distribution method and use static equilibrium to solve for the other unknown reactions.

Q.5 A non-uniform, rigid jointed frame is pinned at support C and fixed at support A as shown in Figure Q.5. For the loading indicated, and using the moment distribution method, (a) determine the final bending moments at supports A and C and at joint B, (b) determine the support reactions, (c) sketch the bending moment diagram for the frame ABC indicating all salient values. Hint: Determine Vc and MA using the moment distribution method and use static equilibrium to solve for the other unknown reactions.

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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Q.5 A non-uniform, rigid jointed frame is pinned at support C and fixed at support A as shown in Figure Q.5. For the loading indicated, and using the moment distribution method, (a) determine the final bending moments at supports A and C and at joint B, (b) determine the support reactions, (c) sketch the bending moment diagram for the frame ABC indicating all salient values. Hint: Determine Vc and MA using the moment distribution method and use static equilibrium to solve for the other unknown reactions. 8 kN/m 40 kN Hc E, I Vc E, I HA MA 2.0 m 2.5 m 2.5 m Figure Q.5 4.0 m
Transcribed Image Text:Q.5 A non-uniform, rigid jointed frame is pinned at support C and fixed at support A as shown in Figure Q.5. For the loading indicated, and using the moment distribution method, (a) determine the final bending moments at supports A and C and at joint B, (b) determine the support reactions, (c) sketch the bending moment diagram for the frame ABC indicating all salient values. Hint: Determine Vc and MA using the moment distribution method and use static equilibrium to solve for the other unknown reactions. 8 kN/m 40 kN Hc E, I Vc E, I HA MA 2.0 m 2.5 m 2.5 m Figure Q.5 4.0 m
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