Write down expressions for shear force and bending moment at a point in the interval B to C as a function of x: A Ay = 0.75 kN/ 2 m X B H 4 m (a) V=3.75-1.5x kN and M = -0.75x² - 3 kNm (b) V = 3.75-1.5x kN and M = -0.75x² + 3.75x - 3 kNm (c) V 2.25 -1.5x kN and M = -0.75x² +3.75 x - 3 kNm (d) V = 1.5x kN and M = -0.75x² + 3.75x - 3kNm 1.5 kN/m Cy= 2.25 kN

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Write down expressions for shear force and bending moment at a point in the interval B to C as a
function of x:
A
Ay = 0.75 kN/
2 m
X
B
H
4 m
(a) V=3.75-1.5x kN and M = -0.75x² - 3 kNm
(b) V 3.75-1.5x kN and M = -0.75x² + 3.75x - 3 kNm
(c) V 2.25 -1.5x kN and M = -0.75x² +3.75 x - 3 kNm
(d) V 1.5x kN and M = -0.75x² + 3.75x - 3kNm
1.5 kN/m
Cy= 2.25 kN
Transcribed Image Text:Write down expressions for shear force and bending moment at a point in the interval B to C as a function of x: A Ay = 0.75 kN/ 2 m X B H 4 m (a) V=3.75-1.5x kN and M = -0.75x² - 3 kNm (b) V 3.75-1.5x kN and M = -0.75x² + 3.75x - 3 kNm (c) V 2.25 -1.5x kN and M = -0.75x² +3.75 x - 3 kNm (d) V 1.5x kN and M = -0.75x² + 3.75x - 3kNm 1.5 kN/m Cy= 2.25 kN
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