2Determine X for the deflection at D.× -0.1670/1 pointDetermine X for the deflection at A.×-0.667 Consider the following beam with overhangs:ABYou must provide the value of X. For example, if the answer isPL³20-EICOX. PL³EILLCalculate the deflection at A (the end opposite of the load) and at D (under the load). Assume that both deflections are downward. The answers will beof the formLD=Penter "0.05" (1/20) in the Canvas quiz.Here are a few hints. You'll have to break up the integral over three segments (A to B, B to C, and C to D). On several spans, one of the moment diagramswill be zero. Remember that the definite integral of zero is equal to zero, i.e., f Oda 0. All the remaining integrals should involve triangles withintegration factors of 1/3 and 1/6.

Consider the following beam with overhangs: A B You must provide the value of X. For example, if the answer is PL³ 20-EI' L L L Calculate the deflection at A (the end opposite of the load) and at D (under the load). Assume that both deflections are downward. The answers will be of the form X. C PL³ EI D P , enter "0.05" (1/20) in the Canvas quiz. Here are a few hints. You'll have to break up the integral over three segments (A to B, B to C, and C to D). On several spans, one of the moment diagrams will be zero. Remember that the definite integral of zero is equal to zero, i.e., Odx = 0. All the remaining integrals should involve triangles with integration factors of 1/3 and 1/6.

Consider the following beam with overhangs: A B You must provide the value of X. For example, if the answer is PL³ 20-EI' L L L Calculate the deflection at A (the end opposite of the load) and at D (under the load). Assume that both deflections are downward. The answers will be of the form X. C PL³ EI D P , enter "0.05" (1/20) in the Canvas quiz. Here are a few hints. You'll have to break up the integral over three segments (A to B, B to C, and C to D). On several spans, one of the moment diagrams will be zero. Remember that the definite integral of zero is equal to zero, i.e., Odx = 0. All the remaining integrals should involve triangles with integration factors of 1/3 and 1/6.

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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