Consider the following beam with overhangs: P A В C 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 PL X-EI You must provide the value of X. For example, if the answer is 0, enter "200" in the Canvas quiz. PL 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., f" Oda = 0. All the remaining integrals should involve triangles with integration factors of 1/3 and 1/6. 1 Determine X for the deflection at D. Type your answer. Determine X for the deflection at A. Type your answer.

Consider the following beam with overhangs: P A В C 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 PL X-EI You must provide the value of X. For example, if the answer is 0, enter "200" in the Canvas quiz. PL 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., f" Oda = 0. All the remaining integrals should involve triangles with integration factors of 1/3 and 1/6. 1 Determine X for the deflection at D. Type your answer. Determine X for the deflection at A. Type your answer.

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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