Consider the beam and the loading shown. Use E= 25 x 106 psl. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. -6 ft- 2.5 kips/ft Determine the deflection at point C The deflection at point Cis I W10 x 22 in. I

Consider the beam and the loading shown. Use E= 25 x 106 psl. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. -6 ft- 2.5 kips/ft Determine the deflection at point C The deflection at point Cis I W10 x 22 in. I

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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