For the figure shown knowing that a = 1.00 cm and b = 4.00 cm, determine: a) The centroid of the figure shown b) The moments of inertia Ix and Iy and the product of inertia Ixy around the x and y axes. c) The angle θm corresponding to the location of the main axes. d) For the u-v axes shown and obtained by rotating an angle θ= 34.0 ° clockwise, the corresponding moments and product of inertia using Mohr's circle.
For the figure shown knowing that a = 1.00 cm and b = 4.00 cm, determine: a) The centroid of the figure shown b) The moments of inertia Ix and Iy and the product of inertia Ixy around the x and y axes. c) The angle θm corresponding to the location of the main axes. d) For the u-v axes shown and obtained by rotating an angle θ= 34.0 ° clockwise, the corresponding moments and product of inertia using Mohr's circle.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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For the figure shown knowing that a = 1.00 cm and b = 4.00 cm, determine:
a) The centroid of the figure shown
b) The moments of inertia Ix and Iy and the product of inertia Ixy around the x and y axes.
c) The angle θm corresponding to the location of the main axes.
d) For the u-v axes shown and obtained by rotating an angle θ= 34.0 ° clockwise, the corresponding moments and product of inertia using Mohr's circle.
Transcribed Image Text:Triángulo Rectángulo
Rectángulo
b/2
h/2
b
İsy = 0
12
bh
Iy =
12
36
36
72
bh
w/
ly =
Iay =
ly =
Ixy= 24
12
12
II
Transcribed Image Text:b
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