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)

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.6.1P: Note For Problems 9.6-1 through 9.6-5, use the lower-bound moment of inertia for deflection of the...
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VALUES:
Y = 25
A = 5

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)
Transcribed Image Text: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)
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