6 kN/m+x18 kN-mВCD3.0 m-3.0 m4.0 m-An l-section Beam ABCD is pin supported at points Band D and has an overhanging segment (segment AB).The beam is loaded with a clockwise moment load at Dand a uniformly distributed load on segment AB. TheI-section has an l=24.4x10° mm' and a modulus ofelasticity equal to E=200GPa.For the given beam and loading conditions, determinethe following:a. The magnitude of the maximum deflection alongsegment BDb. The magnitude of the deflection at point A

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6 kN/m +x 18 kN-m A В 3.0 m- 3.0 m 4.0 m- An l-section Beam ABCD is pin supported at points B and D and has an overhanging segment (segment AB). The beam is loaded with a clockwise moment load at D and a uniformly distributed load on segment AB. The |-section has an l=24.4x10° mm and a modulus of elasticity equal to E=200GPA. For the given beam and loading conditions, determine the following: a. The magnitude of the maximum deflection along segment BD b. The magnitude of the deflection at point A

6 kN/m +x 18 kN-m A В 3.0 m- 3.0 m 4.0 m- An l-section Beam ABCD is pin supported at points B and D and has an overhanging segment (segment AB). The beam is loaded with a clockwise moment load at D and a uniformly distributed load on segment AB. The |-section has an l=24.4x10° mm and a modulus of elasticity equal to E=200GPA. For the given beam and loading conditions, determine the following: a. The magnitude of the maximum deflection along segment BD b. The magnitude of the deflection at point A

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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