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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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