The continuous beam ABCD in Figure Q4 is built into a wall at D and supported on rollers at A and B. There is a hinge within the span BD at C. There is concentrated load of 15 kN acting at the mid span of AB and uniformly distributed load of 8 kN/m over span BD. Given the flexural rigidity El is constant throughout the beam. a) Using the moment distribution method, calculate all member end moments. b) Calculate the two roller reactions. c) Draw the bending moment diagram for span BD. 15 kN 8 kN/m 4 m 3 m 3m

The continuous beam ABCD in Figure Q4 is built into a wall at D and supported on rollers at A and B. There is a hinge within the span BD at C. There is concentrated load of 15 kN acting at the mid span of AB and uniformly distributed load of 8 kN/m over span BD. Given the flexural rigidity El is constant throughout the beam. a) Using the moment distribution method, calculate all member end moments. b) Calculate the two roller reactions. c) Draw the bending moment diagram for span BD. 15 kN 8 kN/m 4 m 3 m 3m

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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