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Q-2 The continuous beam ABC is hinged at A with roller supports at B and C. It is loaded with a uniformly distributed load of I KN/m for the whole length and a concentrated load of 10 kN as shown in Fig.2. Use the method of consistent deformations to determine the reaction components and draw the shear force and bending moment diagrams for the beam. (constant EI). (¹0 10 kN 5m + 5m 1 kN/m B 10m

Q-2 The continuous beam ABC is hinged at A with roller supports at B and C. It is loaded with a uniformly distributed load of I KN/m for the whole length and a concentrated load of 10 kN as shown in Fig.2. Use the method of consistent deformations to determine the reaction components and draw the shear force and bending moment diagrams for the beam. (constant EI). (¹0 10 kN 5m + 5m 1 kN/m B 10m

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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Q-2 The continuous beam ABC is hinged at A with roller supports at B and C. It is loaded with a uniformly distributed load of I KN/m for the whole length and a concentrated load of 10 kN as shown in Fig.2. Use the method of consistent deformations to determine the reaction components and draw the shear force and bending moment diagrams for the beam. (constant EI). (¹ 10 kN 5m + 5m 1 kN/m B 10m Fig.2
Transcribed Image Text:Q-2 The continuous beam ABC is hinged at A with roller supports at B and C. It is loaded with a uniformly distributed load of I KN/m for the whole length and a concentrated load of 10 kN as shown in Fig.2. Use the method of consistent deformations to determine the reaction components and draw the shear force and bending moment diagrams for the beam. (constant EI). (¹ 10 kN 5m + 5m 1 kN/m B 10m Fig.2
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