Problem #4: Note: numb у-ахis Use 100 + Y (mm) 90 mm 60 mm х-аxis 250 + A (mm) 14. Determine the total area of the composite figure. (mm^2) 15. Determine the x-coordinate of the centroid of composite figure. (mm) 16. Determine the y-coordinate of the centroid of composite figure. (mm) 17. Determine the centroidal moment of inertia Ixo of the composite figure. (mm^4) 18. Determine the centroidal moment of inertia lyo of the composite figure. (mm^4)
Problem #4: Note: numb у-ахis Use 100 + Y (mm) 90 mm 60 mm х-аxis 250 + A (mm) 14. Determine the total area of the composite figure. (mm^2) 15. Determine the x-coordinate of the centroid of composite figure. (mm) 16. Determine the y-coordinate of the centroid of composite figure. (mm) 17. Determine the centroidal moment of inertia Ixo of the composite figure. (mm^4) 18. Determine the centroidal moment of inertia lyo of the composite figure. (mm^4)
Materials Science And Engineering Properties
1st Edition
ISBN:9781111988609
Author:Charles Gilmore
Publisher:Charles Gilmore
Chapter12: Composite Materials
Section: Chapter Questions
Problem 12.13P
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Question
SHOW COMPLETE SOLUTION PLS
VALUES:
Y = 25
A = 5
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