For the figure below 30 mm 120 mm 120 mm 270 mm 60 mm 30 mm 5a) Determine the centroid y Type equation here. 5b) Determine moment of inertia Ix Type equation here. 5c) Determine moment of inertia Iy Type equation here.
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- Figure Q8 shows the shaded area with the equation given. Calculate: y y? = : h Figure Q8 a) the moment of inertia of the shaded area about the x axis. b) the moment of inertia of the shaded area about the y axis.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 5.00mWith the Given image attached. Find: a) The area of the shaded portion of the figure above. b) The Area Moment of Inertia about the x and y axis. c) The Centroid Coordinates xc and yc. d) The Radius of Gyration about the x and y axes. e) The Mass Moment of Inertia about the x and y axes.
- 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 cmDEABOLAR Clossic 4. beam,calculate about the eentroidal Symmetrical a) find Ybar of moment of inertia axis. The the beam is about 6) looking at the the y-axiso beam, caleulate inertia about its X-axis, The beam is Symmetrical moment of cen troidal about c) the * and y arisa in what beam is the moment of inertia 150 greatest 150 the I20 200 E20 300 20 liso l'- SoFind 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)
- S-2) The center of gravity (Xm, Ym) of the Shaded area in Figure 2 and Ixx and lyy Find the moments of inertia about the axes. y 150 cm + 100 cm-30.a cm 30.a TAKE a=9,6 150 4.a cm cm Şekil 2a)Enter the Moment of Inertia of the rectangle (1) about its own centroidal x-axis, Enter your answer in the form: x106 mm4, to five significant figures. b)Enter the Moment of Inertia of the rectangle (1) about the x-axis, Ix Enter your answer in the form: x106 mm4, to five significant figures. c)Enter the Moment of Inertia of the quarter circle (2) about its own centroidal x-axis, Enter your answer in the form: x103 mm4, to five significant figures. d)Enter the Moment of Inertia of the quarter circle (2) about the x-axis, Enter your answer in the form: x106 mm4, to five significant figures. e)Enter the Moment of Inertia of the triangle (3) about its own centroidal x-axis, Enter your answer in the form: x103 mm4, to five significant figures. f)Enter the Moment of Inertia of the triangle (3) about the x-axis, Enter your answer in the form: x103 mm4, to five significant figures. g)Enter the Moment of Inertia of the Composite shape about the x-axis, Ix :Enter your answer in the form:…Question 8 Figure Q8 shows the shaded area with the equation given. Calculate: y h2 Figure Q8 a) the moment of inertia of the shaded area about the x axis. b) the moment of inertia of the shaded area about the y axis.
- Q1: For the shaded area shown in the figure Find:- sem A)Centroid B)Moment of Inertia With respect to the X-axis. 5cmFor the surface shown in the figure below, determine:a) The xc and yc coordinates of its centroid;b)The moments of inertia and product of inertia in relation to the centroidal axes x' and y' (axes parallel to x and y , which pass through the centroid);c)Using Mohr's circle, the new moments and product of inertia obtained by rotating these centroidal axes by 35° counterclockwise.Show conv D +z axis 01) Given the figure, AB=5m, BC= 8m and AG= 7m and pt 0 is origin. Determine the following: 250 N B *y axis 1) What is magnitude of R and Cr in pt G? 20 kN m 1689 Ibt (Unit must be in N and kN-m) 1269 pounds 2) What is the magnitude of R and Cr in pt 0? +x axis (Unit must be in N and kN-m) 3) Unit Vector of R in the system. 4) Direct Cosines of Cr in pt 0.