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Solved problem-case-2-Mohr’s circle of inertia.

Solved problem-case-2-Mohr’s circle of inertia. For a given Area, the following data are presented: the moment of inertia Ix is 14 inch4. The moment of inertia about the y-axis, Iy, is 24 inch4. The product of inertia Ixy is 12 inch4. It is required to determine the principal moment of inertia and the angle alpha that the x-axis makes with the maximum moment of inertia.

9- A Solved problem-case-2-Mohr’s circle of inertia.

April 13, 2025March 25, 2022 by Maged kamel
A solved problem-Imax and Imin for case 2-Ix

The post includes Solved problem-case-2-Mohr’s circle of inertia. Ix is less than Iy and the product of inertia has a positive value.

Categories Maximum value of Ix and Iy Tags Solved problem-case-2-Mohr's circle of inertia.

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CB value-bracing at the midpoint of a beam-uniform load (1) CB value-bracing at third points of a beam-uniform load (1) Compact and non compact sections. (1) Crout's LU decomposition for a 3x3 matrix (2) Deflection of steel beams (3) Discontinuity functions table for loads (2) Effective area for staggered bolted angle (1) Effective length factor for an inelastic column. (1) How to design a steel beam? (1) Inertia Ix for Parallelogram. (2) Introduction to Numerical analysis part 2 (1) introduction to Tension members (2) list of steel beams posts-part -4a (1) List of tension members posts-part 3 (1) LU-partial pivoting (2) Mohr's circle of inertia part 2 (2) Moment of inertia Ix for the Trapezium-second option (1) Permutation matrix. (2) Product of inertia Ixy for the parallelogram (1) Review of AISC table 2-5 for plates. (1) Simple interest and compound interest (2) Solved problem-7-4-1 (1) Solved problem-8 by Modified Newton-Raphson. (1) Solved problem 5-2 for the plastic moment value for W10x60. (1) Solved problem 7-2 for frames 1-3 (1) Solved problem 8-32, finding the plastic nominal load (2) Solved problems for the net area. (2) steel beam posts part -2a (1) Two Practice problems for inertia for trapezium. (1) Uniform series of compound interest. (2) Video for Ix and Iy for an isosceles (1) Video for Ix for a right-angle case -2-Use Hl strip. (1) Video for Mohr's circle of inertia case-2. (1) x bar for a right angle triangle (2) y bar for a right angle triangle by integration. (2)

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