Draw shear and moment diagram. Note: the support reactions have been provided. 2 kN MA M Ang Ay -1.5 m- 1.5m 3 kN m 3 kN.m 1.5 m- 1.5m 2 KN TIF 0 (+ΣΜ, = 0, A, 2=0 A, 2 kN M₁-3-2(3) = 0 9 kN m MA

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter4: Shear Forces And Bending Moments
Section: Chapter Questions
Problem 4.3.20P: Find expressions for shear force V and moment M at x = L/2 of beam BC. Express V and M in term s of...
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Draw shear and moment diagram. Note: the support reactions have been provided.
2KN
MA
Ang
Ay
-1.5 m-
1.5m
3 kN m
3 kN.m
1.5 m-
1.5m
2 KN
+[ΣΕ = 0
( + ΣΜ. = 0;
A, 2=0
A₁ = 2 kN
M₁-3-2(3) = 0
9 kN m
MA
Transcribed Image Text:Draw shear and moment diagram. Note: the support reactions have been provided. 2KN MA Ang Ay -1.5 m- 1.5m 3 kN m 3 kN.m 1.5 m- 1.5m 2 KN +[ΣΕ = 0 ( + ΣΜ. = 0; A, 2=0 A₁ = 2 kN M₁-3-2(3) = 0 9 kN m MA
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