USE AREA MOMENT METHOD 1. A simply-supported beam illustrated in Figure 5.1 is subjected to a uniformly distributedload w. The flexural stiffness of the middle-half of the span is doubled to reduce themidspan deflection. Determine (a) the deflection at the midspan, (b) the slope at thesupports, and (c) the maximum w that can be applied if the maximum allowable deflectionis L/360.ΕΙL/4W2EIL12Figure 5.1ΕΙL/4

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1. A simply-supported beam illustrated in Figure 5.1 is subjected to a uniformly distribut load w. The flexural stiffness of the middle-half of the span is doubled to reduce midspan deflection. Determine (a) the deflection at the midspan, (b) the slope at t supports, and (c) the maximum w that can be applied if the maximum allowable deflecti is L/360. ΕΙ L/4 2E1 L/2 Figure 5.1 ΕΙ L/4

1. A simply-supported beam illustrated in Figure 5.1 is subjected to a uniformly distribut load w. The flexural stiffness of the middle-half of the span is doubled to reduce midspan deflection. Determine (a) the deflection at the midspan, (b) the slope at t supports, and (c) the maximum w that can be applied if the maximum allowable deflecti is L/360. ΕΙ L/4 2E1 L/2 Figure 5.1 ΕΙ L/4

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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