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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.

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.

Structural Analysis
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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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
Transcribed Image Text: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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