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The continuous beam ABC, Fig.2, is fixed at A and pinned at C with a roller support at B. The point loads of 30 kN and 20 kN act at the midpoints of AB and BC respectively. 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). H F 30 kN ↓ 12m 20 kN 12m Fig.2

The continuous beam ABC, Fig.2, is fixed at A and pinned at C with a roller support at B. The point loads of 30 kN and 20 kN act at the midpoints of AB and BC respectively. 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). H F 30 kN ↓ 12m 20 kN 12m Fig.2

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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The continuous beam ABC, Fig.2, is fixed at A and pinned at C with a roller support at B. The point loads of 30 KN and 20 kN act at the midpoints of AB and BC respectively. 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). AH F 30 kN ↓ 12m 20 kN 12m Fig.2
Transcribed Image Text:The continuous beam ABC, Fig.2, is fixed at A and pinned at C with a roller support at B. The point loads of 30 KN and 20 kN act at the midpoints of AB and BC respectively. 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). AH F 30 kN ↓ 12m 20 kN 12m Fig.2
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