k) j) Solve for x (x-coordinate of the composite area's Centroid) Solve for y(y-coordinate of the composite area's Centroid) What are the centroidal moments of inertia: Ixi, Iyi, Ixs, and Iys, of shape 1 and 5? (Formula: Iy = 0.11nr, Ix=0.125*²) 1)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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j) Solve for x (x-coordinate of the composite area’s Centroid)
k) Solve for y (y-coordinate of the composite area’s Centroid)
l) What are the centroidal moments of inertia: Ix1, Iy1, Ix5, and Iy5,
of shape 1 and 5?

Y-axis
-50mm
100mm
200mm
100mm
Y-axis
x
200mm
2
200mm
Yo
4
50mm
200mm
100mm
100mm
5
X-axis
-Хо
X-axis
Transcribed Image Text:Y-axis -50mm 100mm 200mm 100mm Y-axis x 200mm 2 200mm Yo 4 50mm 200mm 100mm 100mm 5 X-axis -Хо X-axis
j)
Solve for x (x-coordinate
Solve for y(y-coordinate
k)
of the composite area's Centroid)
of the composite area's Centroid)
What are the centroidal moments of inertia: Ixi, Iyi, Ixs, and Iys,
of shape 1 and 5? (Formula: Iy = 0.11nr, Ix=0.125*¹)
1)
Transcribed Image Text:j) Solve for x (x-coordinate Solve for y(y-coordinate k) of the composite area's Centroid) of the composite area's Centroid) What are the centroidal moments of inertia: Ixi, Iyi, Ixs, and Iys, of shape 1 and 5? (Formula: Iy = 0.11nr, Ix=0.125*¹) 1)
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