


Locate the centroid of the composite cross-sectional area shown in the figure below. Also, determine the moments of inertia for the area about its x’and y' centroidal axes. y=y' Note: all dimensions in (mm).
Using the parallel-axis theorem, determine the product of inertia of the area shown with respect to the centroidal x and y axes.
Determine the moment of inertia of the beam's cross sectional area about the centroidal x and y axes.
3. Calculate the moment of inertia with respect to both centroidal axes for the area a, b, c, d (30 points) Y (b) Y 10" 5 X X X 2" 15" 15" 6" 2" 6" T. (c) (d)
Let a=2, b=2. Locate the centroid,
(x,y) of the area
shown.
Determine the product of inertiaIxY of the area shown with respect to the centroidal axes. 0.75 in. 0.5 in. 5 in. 1.75 in. 0.5 in. 3 in.
Determine the MOI with respect to the centroidal x and y axes
(Ix and Iy)
Determine the MOI with respect
to the centroidal x and y axes (Ix and Iy)
Find the moment of inertia of the composite area shown in fiq below. For the x-y centroidal axes 4.00 in 0.50 in 4.00 in 1.00 in
For the composite area shown: a) Determine the moment of inertia about the centroidal y-axis. b) Determine the moment of inertia about the centroidal x-axis.