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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

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

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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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 3 m 8 kN/m 6m 20 kN/m 4m
Transcribed Image Text: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 3 m 8 kN/m 6m 20 kN/m 4m
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