1. Compute the location of the centroid and the centroidal moment of inertia with respect to x and y-axes of the following.
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Q: 12
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Q: Determine the moment of inertia of the section about its centroidal axis x and y. y 75mm 25 mm 150…
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- 1. Compute the location of the centroid and the centroidal moment of inertia with respect to x and y-axes of the following. 5 mm 12 mm а. |-100 mm-100 mm---150 mm - 150 mm 75 mm 150 mm b.Prob. 5. Calculate the moment of inertia of the shaded area about the x-axis. y = x²/3 1"Determine the distance H from the upper surface of the symmetric double-T beam cross section to the location of the centroid. 350 14 -75 H 215 14 Dimensions in millimeters Answer: H = mm %3D
- Determine the moment of inertia in __ x 108 mm4 about the centroidal x-axis.03. Given: Triangular beam Find: Moments of inertia I and I, and product of inertia Iy 300 mm 30 150 mm -200 mm -200 mm-10. The cross-sectional area of a wide-flange I-beam has the dimensions shown. Obtain a close approximation of the moment of inertia about the centroidal x-axis by treating the section as being composed of three rectangles. y 16.25" 0.380" - 7.073" 0.628"
- 15. Determine y, which locates the centroidal axis x' for the cross-sectional area of the T-beam, and then find the moment of inertia about the x' axis. 150 mm 150 mm 50 mm x'- 250 mm 25 mm 25 mmDetermine the moment of inertia with respect to x-axis. b- 159 mm, d - 216 mm y t- 37.4 mm. y ЕC dPlease solve the problem attached image. Use Three moment Equation.
- -F ab)" a~bm X= L+I 2 1 TY –314. F 2. 6 STATICS ENGINEERS MECHANICS CHAPTER Lecture Notes: =m EXAMPLE: 2 mber 75mm 25 mm +3 150 mm P2 25 mm %3D 25mm 125 mm Determine the moment of inertia of the section E+ b about its centroidal axis x and y. + b ナ1. Determine the moment of inertia of the shaded area with respect to the x axis. 2.The moment of inertia with respect to the x and y axis have been computed and are known to be I = 1.66 x 104 mm'and I, = 1.12x 10 mm, Determine the orientation of the principal axes of the section about O, and the values of the principal moments on inertia of the section about O. G0mm 10mm 80mm 10mm 10mm 60mm4. Find the MI of the figure about its centroidal axis. 100 mm 20 mm Yo - Xo 140 mm -20 mm 20 mm 100 mm