1 (b) Analyze the frame and draw shear force and bending moment diagrams for the following frame. Joint A is pin and D is roller EMA=0 - (be4)(2) - (12«5)(2.5) + Dy(5). o Dy = 55, 6 FN * Ay = 44 kN 12 kN/m 16 kN/m 4 m Ay = 64 KN %3D AAx Ay. Dy 5 m

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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1 (b) Analyze the frame and draw shear force and bending moment diagrams for the following frame.
Joint A is pin and D is roller
EMA-o
- (6e4)(2) - (12«5)(2.5) + Dy(5) = 0
12 kN/m
B
Dy = 55, 6 FN
Ay = 44 kN
16 kN/m
4 m
64 kN
%3D
AAx
5 m
Dy
Transcribed Image Text:1 (b) Analyze the frame and draw shear force and bending moment diagrams for the following frame. Joint A is pin and D is roller EMA-o - (6e4)(2) - (12«5)(2.5) + Dy(5) = 0 12 kN/m B Dy = 55, 6 FN Ay = 44 kN 16 kN/m 4 m 64 kN %3D AAx 5 m Dy
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