bQ1) For the section given in the figure, calculatea) the position of the centroid, G,b) moments of inertias with respect to xy coordinateb1system, Ix , Iy , Iky, passing through the centroid,c) the principal moments of inertias,Gd) principal direction.GIVEN : b = 4 cm, bi = 2,5 cm, h = 4 cm, t= 0,4 cm

Answered: Image /qna-images/answer/a7e4e551-3248-48f3-a68c-d808f27def09.jpg

b Q1) For the section given in the figure, calculate a) the position of the centroid, G, b) moments of inertias with respect to xy coordinate system, Ix , Iy , Iky, passing through the centroid, c) the principal moments of inertias, b1 G d) principal direction. GIVEN : b = 4 cm, bi = 2,5 cm, h = 4 cm, t= 0,4 cm

b Q1) For the section given in the figure, calculate a) the position of the centroid, G, b) moments of inertias with respect to xy coordinate system, Ix , Iy , Iky, passing through the centroid, c) the principal moments of inertias, b1 G d) principal direction. GIVEN : b = 4 cm, bi = 2,5 cm, h = 4 cm, t= 0,4 cm

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

4) The mass of the homogeneous thin metal plate is 65.0 kg. a) Find the coordinates of the center of mass. b) Find the mass moment of inertia about the z-axis. c) Find the mass moment of inertia about the axis parallel 10.0m to the z-axis, but going through the center of mass. Don't forget to include the units for everything. 3.00m 6.00m 5.00m 5.00m
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
yo 9:19 i %9Y L. Ql: For the shaded area shown in the figure Find:- A)Centroid B)Moment of Inertia With respect to the X-axis. 5cm
Q5: Find the centroid of shaded part which is given in the figure below. 7:1 B=0 C = 2 D=5 3D.B m (2D.C)/2 m (2D.C)/2 m (2D.C)/2 m (2D.C)/2 m Radius of Circle: 4D.A m 1A.D m
a)What is the centroid of the cutout circle with respect to the given xy−system of axes b)What is the moment of inertia of the cutout circle with respect to the x−axis c)what is the moment of inertia of the cutout circle with respect to the y−axis d)What is the centroid of the solid rectangle ABCDABCD with respect to the given xy−system of axes e)What is the moment of inertia of the solid rectangle ABCDABCD with respect to the x−axis f)What is the moment of inertia of the solid rectangle ABCDABCD with respect to the y−axis g)What is The centroid of the triangle with respect to the given xy−system of axes h)What is The moment of inertia of the triangle with respect to the x−axis i)What is The moment of inertia of the triangle with respect to the y−axis j)What is The moment of inertia of the region consisting of the blue and yellow parts with respect to the x−axis k)What is The moment of inertia of the region consisting of the blue and yellow parts with respect to the y−axis
a) Determine the Area and the centroid of the shape. Show the calculations using integration. b) Find the Area Moment of Inertia about the X-axis using integration. Then find the Area Moment of Inertia about the x-x centroidal axis (x-bar) using the Parallel Axis Theorem. 2.0 in c) Find the Area Moment of Inertia about the Y-axis using integration. Then find the Area Moment of Inertia about the y-y centroidal axis (y-bar) using the Parallel Axis Theorem. 2.0 in
A crate is hung by three ropes attached to a steel ring at A such that the top surface is parallel to the xy plane. Point A is located at a height of h = 83.82 cm above the top of the crate directly over the geometric center of the top surface. Use the given dimensions from the table below to perform the following calculations: a.) Determine the position vector b.) Compute the unit vector ûCA that points from point point A. c.) If rope AB carries a tension force of magnitude F = 674 → N, determine the force vector FT that expresses how this force acts on point A. 2013 Michael Swanbom cc i❀O BY NC SA Express each vector in Cartesian components to three significant figures. b PAD cm cm that describes rope AD ↑Z cm y Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Be sure to align your cartesian unit vectors with the coordinate axes shown in the figure. Variable Value a
From the figure, please draw: 130 N A a) Action lines of A, B, C, D where the lines intersected b) FBD of all parts 30 mm C Determine also: a) Force at A b) Force at B c) Force at C В D - 40 mm- -60 mm Analytical solution, two digits behind comma.
Suppose that L4 in. (Floure 1) Figure L 1 in. +3 in. 3 in Part A Locate the centroid (8.) of the shaded area Express your answers using three significant figures separated by a comma View Available Hint) VAX Ivec 2.9- Submit Provide Feedback lud)
The figure given below; a) Find the coordinates of the center of gravity with respect to the (x, y) axis set. b) Find the moments of inertia with respect to the x and y axes. e=25 mm , b=40 mm
For the area below, evaluate 1. The (x,y) coordinates of the centroid (please mark your origin or reference point on the diagram) 2. The 2nd moments and product of area in centroidal-based xy (horizontal-vertical) coordinates 3. The principal 2nd moments of area, and the direction of the first principal axis relative to the horizontal (x) axis (anticlockwise positive) 50 75 30 150 60 50 15 Figure 1: Cross section (all dimensions in mm) Quantity Xc (please mark your origin on the diagram) Yc (please mark your origin on the diagram) Ix ly Ixv I₁ I₂ a1 (please show the direction) Value 30 Units
Find Ixx for the given Plane, where b =160m, d;=25m, b2=20m, d2=12Om, b3=50m & d3=20 m b3 d3 b2 d2 di bi The value of X= (unit in m) The value of Y= (unit in m) The moment of inertia for sec 1 = lyy1 = (unit in m4) The moment of inertia for sec 2 = lyy2 = (unit in m4) The moment of inertia for sec 3 = lyy3 = (unit in m4) The moment of inertia of the given plate = lyy = (unit in m4)