Hi, I am trying to get a second opinion, because I got stuck on part and I wanted to compare versions, I know this is the 2nd time I am submitting this...Please disregard the part C, and for part B this is the link:AISC 13th Edition Structural Shapes Properties Viewer (engineersedge.com) Problem 10.2A) For the cantilever beam shown, determine the equation of the elastic curve (e.g. deflected shape) interms of the variables given in the figure.B) If w = 2 klf, L = 10 ft, and the beam is made of a steel cross-section W12x45 calculate the deflectionat the end of the cantilever from the equation you found in part A (you may disregard self-weight forthis analysis). A helpful database of cross-sectional properties is available here.C) Confirm the result of your hand calculations from part B with Visual Analysis, submittingappropriate documentation to demonstrate that the results match.↓E, IW

Answered: A) For the cantilever beam shown,…

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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Hi, I am trying to get a second opinion, because I got stuck on part and I wanted to compare versions, I know this is the 2nd time I am submitting this...Please disregard the part C, and for part B this is the link:

AISC 13th Edition Structural Shapes Properties Viewer (engineersedge.com)

Problem 10.2
A) For the cantilever beam shown, determine the equation of the elastic curve (e.g. deflected shape) in
terms of the variables given in the figure.
B) If w = 2 klf, L = 10 ft, and the beam is made of a steel cross-section W12x45 calculate the deflection
at the end of the cantilever from the equation you found in part A (you may disregard self-weight for
this analysis). A helpful database of cross-sectional properties is available here.
C) Confirm the result of your hand calculations from part B with Visual Analysis, submitting
appropriate documentation to demonstrate that the results match.
↓
E, I
W

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To find the equation of the elastic curve for the given cantilever beam in terms of the variables given.

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