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a) reaction at A and B b) value of shear at point C c) Bending moment on left of C d) bending moment on right of C e) shear force on left of B f) shear force on right of B g) moment at B h) point of zero shear is at distance X. find X I) value of bending moment at point of zero shear

a) reaction at A and B b) value of shear at point C c) Bending moment on left of C d) bending moment on right of C e) shear force on left of B f) shear force on right of B g) moment at B h) point of zero shear is at distance X. find X I) value of bending moment at point of zero shear

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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a) reaction at A and B

b) value of shear at point C

c) Bending moment on left of C

d) bending moment on right of C

e) shear force on left of B

f) shear force on right of B

g) moment at B

h) point of zero shear is at distance X. find X

I) value of bending moment at point of zero shear

The image shows a beam with a specific loading setup: - The beam is supported at points A and B. Point A is a pinned support, while point B is a roller support. - There is a uniformly distributed load (UDL) of 40 kN/m acting over a 6-meter span starting from point A to point C. - There is a moment of 150 kN·m applied at point C. - A point load of 20 kN (P₁) is applied vertically downward at point D, which is 3 meters from point B. - The distances between the points on the beam are as follows: A to C is 6 meters, C to B is 2 meters, and B to D is 3 meters. - Reaction forces at the supports are labeled Rₐ at point A and R_b at point B, with a horizontal reaction Hₐ at point A. The task is to analyze and solve the beam for internal forces and reactions based on this loading configuration.
Transcribed Image Text:The image shows a beam with a specific loading setup: - The beam is supported at points A and B. Point A is a pinned support, while point B is a roller support. - There is a uniformly distributed load (UDL) of 40 kN/m acting over a 6-meter span starting from point A to point C. - There is a moment of 150 kN·m applied at point C. - A point load of 20 kN (P₁) is applied vertically downward at point D, which is 3 meters from point B. - The distances between the points on the beam are as follows: A to C is 6 meters, C to B is 2 meters, and B to D is 3 meters. - Reaction forces at the supports are labeled Rₐ at point A and R_b at point B, with a horizontal reaction Hₐ at point A. The task is to analyze and solve the beam for internal forces and reactions based on this loading configuration.
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