Figure Q1 shows a beam with pin support at A, roller supports at C and D and a fixed support at E. Point B is a frictionless pin joint. Span AB is loaded with uniform load of 30 kN/m, and a point load of 50 kN is applied at the mid-span of DE. Support C and D settle downward by 25 mm. The value of E is 200 kN/mm² and I is 400×106 mm*. (a) (b) (c) Identify the best analysis method for the given beam to determine the end moments at C, D and E. Calculate the reaction forces at all supports. Draw the shear force and bending moment diagrams.

Figure Q1 shows a beam with pin support at A, roller supports at C and D and a fixed support at E. Point B is a frictionless pin joint. Span AB is loaded with uniform load of 30 kN/m, and a point load of 50 kN is applied at the mid-span of DE. Support C and D settle downward by 25 mm. The value of E is 200 kN/mm² and I is 400×106 mm*. (a) (b) (c) Identify the best analysis method for the given beam to determine the end moments at C, D and E. Calculate the reaction forces at all supports. Draw the shear force and bending moment diagrams.

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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