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 8 kN/m 20 kN/m 3 т 6 т 4 m

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 8 kN/m 20 kN/m 3 т 6 т 4 m

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

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
8 kN/m
20 kN/m
3 т
6 т
4 m

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