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
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Chapter2: Loads On Structures
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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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