Problem #3: у-ахis nu Us 180 mm Y (mm) 50 + B (mm) х-ахis 250 mm 9. Determine the total area of the composite figure. (mm^2) 10. Determine the x-coordinate of the centroid of composite figure. (mm) 11. Determine the y-coordinate of the centroid of composite figure. (mm) 12. Determine the centroidal moment of inertia Ixo of the composite figure. (mm^4) 13. Determine the centroidal moment of inertia lyo of the composite figure. (mm^4)
Problem #3: у-ахis nu Us 180 mm Y (mm) 50 + B (mm) х-ахis 250 mm 9. Determine the total area of the composite figure. (mm^2) 10. Determine the x-coordinate of the centroid of composite figure. (mm) 11. Determine the y-coordinate of the centroid of composite figure. (mm) 12. Determine the centroidal moment of inertia Ixo of the composite figure. (mm^4) 13. Determine the centroidal moment of inertia lyo of the composite figure. (mm^4)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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SHOW COMPLETE SOLUTION PLS
VALUES:
Y = 53
B = 5

Transcribed Image Text:Problem #3:
у-ахis
nu
Us
180 mm
Y (mm)
50 + B (mm)
х-ахis
250 mm
9. Determine the total area of the composite figure. (mm^2)
10. Determine the x-coordinate of the centroid of composite figure. (mm)
11. Determine the y-coordinate of the centroid of composite figure. (mm)
12. Determine the centroidal moment of inertia Ixo of the composite figure. (mm^4)
13. Determine the centroidal moment of inertia lyo of the composite figure. (mm^4)
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