Example 10.1 - A simply supported girder has a span of 5.5m with a factored concentrated load of 250 kN at the midspan. The girder is braced laterally throughout its length. Ignoring the self-weight of the beam, and considering only M₁ > Mf,select the lightest W shape to carry the load for 350W steel. The allowable flexural stress is 165MPa.

Example 10.1 - A simply supported girder has a span of 5.5m with a factored concentrated load of 250 kN at the midspan. The girder is braced laterally throughout its length. Ignoring the self-weight of the beam, and considering only M₁ > Mf,select the lightest W shape to carry the load for 350W steel. The allowable flexural stress is 165MPa.

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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