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The beam ABC is loaded as shown in the figure below: point moment 200Nm 2 m from point A, point load P (unit in N) 3 m from point A, distributed load 150 N/m between point B and C, and the point load 500 N at point C. The reaction forces at the hinge A and the roller B are calculated and given below. Find the normal force, shear force, and the bending moment at 6 m from hinge A. 150 N/m 200 N-m 500 N B -2 m ---1 m-f2m- -3 m 6m P Solution: 150 N/m 200 N-m 500 N Ax Ay | By Ax-500 N; Ay=(0.4P-175) N; By=(0.6P+625) N

The beam ABC is loaded as shown in the figure below: point moment 200Nm 2 m from point A, point load P (unit in N) 3 m from point A, distributed load 150 N/m between point B and C, and the point load 500 N at point C. The reaction forces at the hinge A and the roller B are calculated and given below. Find the normal force, shear force, and the bending moment at 6 m from hinge A. 150 N/m 200 N-m 500 N B -2 m ---1 m-f2m- -3 m 6m P Solution: 150 N/m 200 N-m 500 N Ax Ay | By Ax-500 N; Ay=(0.4P-175) N; By=(0.6P+625) N

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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p=122N. Thank you:) 

The beam ABC is loaded as shown in the figure below: point moment 200Nm 2 m from point A, point load P (unit in N) 3 m from point A, distributed load 150 N/m between point B and C, and the point load 500 N at point C. The reaction forces at the hinge A and the roller B are calculated and given below. Find the normal force, shear force, and the bending moment at 6 m from hinge A. P 150 N/m 200 N-m 500 N B -2 m --1 m-2 m- -3 m 6m P Solution: 150 N/m 200 N-m 500 N Ax Ay | By A-500 N; Ay=(0.4P-175) N; B,=(0.6P+625) N
Transcribed Image Text:The beam ABC is loaded as shown in the figure below: point moment 200Nm 2 m from point A, point load P (unit in N) 3 m from point A, distributed load 150 N/m between point B and C, and the point load 500 N at point C. The reaction forces at the hinge A and the roller B are calculated and given below. Find the normal force, shear force, and the bending moment at 6 m from hinge A. P 150 N/m 200 N-m 500 N B -2 m --1 m-2 m- -3 m 6m P Solution: 150 N/m 200 N-m 500 N Ax Ay | By A-500 N; Ay=(0.4P-175) N; B,=(0.6P+625) N
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