For the beam shown in the figure below, determine the reaction at point C using the singularity functions. Also, determine the most economical W-shape for the beam if the maximum allowable deflection at B is 6 mm refer to the properties of the rolled-steel - W shape provided). The beam's modulus of elasticity is 200 GPa. The distance 'a' is 3 metre, distance 'b' is 2.5 metre, and the distance 'c' is 3.5 metre. The distributed load, w, is 30 N/m. The load, P is 200 N. P W H A C B W-shape cross-section a b C

For the beam shown in the figure below, determine the reaction at point C using the singularity functions. Also, determine the most economical W-shape for the beam if the maximum allowable deflection at B is 6 mm refer to the properties of the rolled-steel - W shape provided). The beam's modulus of elasticity is 200 GPa. The distance 'a' is 3 metre, distance 'b' is 2.5 metre, and the distance 'c' is 3.5 metre. The distributed load, w, is 30 N/m. The load, P is 200 N. P W H A C B W-shape cross-section a b C

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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