For the following beams, draw the simplified free-body diagram and below it the shear andbending moment diagrams. Determine the points of zero shear (if any), their distance frompoint A, and the bending moments at these points. Indicate the value of all the points, degreeof all curves, and the maximum shear and maximum bending moment of the beam.PROBLEM 1: Use the method of sections.The two beams shown are connected by an internal hinge at C and are supported by a rollerat A and a fixed support at D. Simplify the shear and bending moment equations for eachsection.14 kN13 kN/m8 kN/m5 kN/m72 kN m48 kN m3m8 kN/m6 m20 kN/m4m

For the analysis of the beam the beam is divided in to portion from internal hinge Part-AC and…

PROBLEM 1: Use the method of sections. The two beams shown are connected by an internal hinge at C and are supported by a roller at A and a fixed support at D. Simplify the shear and bending moment equations for each section. 14 kN 13 kN/m 8 kN/m 5 kN/m 72 kN-m 48 kN m 3m 8 kN/m 6m 20 kN/m 4m

PROBLEM 1: Use the method of sections. The two beams shown are connected by an internal hinge at C and are supported by a roller at A and a fixed support at D. Simplify the shear and bending moment equations for each section. 14 kN 13 kN/m 8 kN/m 5 kN/m 72 kN-m 48 kN m 3m 8 kN/m 6m 20 kN/m 4m

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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Question

For the following beams, draw the simplified free-body diagram and below it the shear and
bending moment diagrams. Determine the points of zero shear (if any), their distance from
point A, and the bending moments at these points. Indicate the value of all the points, degree
of all curves, and the maximum shear and maximum bending moment of the beam.
PROBLEM 1: Use the method of sections.
The two beams shown are connected by an internal hinge at C and are supported by a roller
at A and a fixed support at D. Simplify the shear and bending moment equations for each
section.
14 kN
13 kN/m
8 kN/m
5 kN/m
72 kN m
48 kN m
3m
8 kN/m
6 m
20 kN/m
4m

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