Semi Circle a = 200mm, b= 400mm, c= 400mm For the given composite geometry estimate the moment of inertia about centroidal axis parallel and prependicular to AB. The location of the centroid with respect to point-A: Along x-direction is: mm. (answer to the nearest whole number) Along y-direction is: mm. (answer to the nearest whole number) The moment of inertia with respect to the centroid axis: Parallel to line AB is: mm^4. Perpendicular to line AB is: mm^4 B.

Semi Circle a = 200mm, b= 400mm, c= 400mm For the given composite geometry estimate the moment of inertia about centroidal axis parallel and prependicular to AB. The location of the centroid with respect to point-A: Along x-direction is: mm. (answer to the nearest whole number) Along y-direction is: mm. (answer to the nearest whole number) The moment of inertia with respect to the centroid axis: Parallel to line AB is: mm^4. Perpendicular to line AB is: mm^4 B.

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter9: Moments And Products Of Inertia Of Areas

Section: Chapter Questions

Problem 9.3P: The moments of inertia of the plane region about the x- and u-axes are Ix=0.4ft4 and Iu=0.6ft4,...

See similar textbooks

Similar questions

The moment of inertia of the plane region about the x-axis and the centroidal x-axis are Ix=0.35ft4 and Ix=0.08in.4, respectively. Determine the coordinate y of the centroid and the moment of inertia of the region about the u-axis.
The moments of inertia of the plane region about the x- and u-axes are Ix=0.4ft4 and Iu=0.6ft4, respectively. Determine y (the y-coordinate of the centroid C) and Ix (the moment of inertia about the centroidal x-axis).
Using integration, compute the polar moment of inertia about point O for the circular sector. Check your result with Table 9.2.
The product of inertia of triangle (a) with respect to its centroid is Ixy=b2h2/72. What is Ixy for triangles (b)-(d)? (Hint: Investigate the signs in the expression Ixy=IxyAxy.)
Find the centroid x bar of the shaded area and the moment of inertia along x or y axis Please make the answer clear and detailed,thank you
Please find the centroid and moment of Inertia around axis X and axis Y passing through of centroid of cross-sections below: I got 1910.67cm^4 for the y axis and 108cm^4 for the x axis but someone else disagrees
Find the Moment of Inertia of the plate as shown in figure, passing through its centroid with reference to Y -Y axis. Where b1 = 55 mm, d1=110 mm, b2=160 mm, d2=30 mm, b3=65mm, d3=24mm. The value of is (unit in mm) = ______________ Answer for part 1 The value of is (unit in mm) = ______________ Answer for part 2 The value of total for the given plate is (unit in mm4) =________________ Answer for part 3
For the region shown. Calculate the principal moment of inertia, if it has its centroid x = 46.52mmand y = 66.52mm.
For the section given in the figure, calculatea) the position of the centroid, G,b) moments of inertias with respect to xy coordinate system, Ix , Iy , Ixy, passing through the centroid,c) the principal moments of inertias,d) principal direction.GIVEN : b = 4 cm, b1 = 2,5 cm, h = 4 cm, t = 0,4 cm
A built-up section fabricated by attaching a C180x15 to a W250x18 shape with 15 mm rivets as shown. Determine the moment of inertia at the centroid of the built-up section. Answer: Centroidal moment of inertia along x-axis= 48.857x106mm4 Need the complete solution, thanks!
Prove that the centroidal polar moment of inertia of a given area A cannot be smaller than A2/2π (Hint:Compare the moment of inertia of the given area with the moment of inertia of a circle that has the same area and the same centroid.)
Calculate and determine the Moments and Principal Axes of Inertia of the profile below, indicating the best position to use the profile. h = 21 cmb = 28 cm