Moment of inertia for thin uniform rectangle/hexagon

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SUMMARY

The discussion focuses on calculating the moment of inertia for a thin uniform rectangle divided into four triangles, with sides labeled as 'a' and 'b'. The key equations provided include I = (1/12) M(a² + b²) and I = (1/2)M[1 + (1/3)tan²((1/2)θ)]h². The user is attempting to derive the total moment of inertia by substituting mass (M) with surface density (σ) and area (A), while also considering the relationships between the triangles and the total mass. The importance of specifying the axis of rotation for the moment of inertia is emphasized, along with the potential use of the Parallel Axis Theorem for accurate calculations.

PREREQUISITES
  • Understanding of moment of inertia concepts and equations
  • Familiarity with geometric properties of triangles and rectangles
  • Knowledge of the Parallel Axis Theorem
  • Basic calculus for integrating mass distributions
NEXT STEPS
  • Study the derivation of moment of inertia for composite shapes
  • Learn about the application of the Parallel Axis Theorem in detail
  • Explore the moment of inertia calculations for hexagons and octagons
  • Investigate the relationship between mass density and area in geometric shapes
USEFUL FOR

Students and professionals in physics and engineering, particularly those focusing on mechanics and structural analysis, will benefit from this discussion on calculating moment of inertia for complex shapes.

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Homework Statement


the first problem is i have a rectangle split into four triangles the long side labeled a the short side labeled b and the inner angles of the triangles are \theta _{1} and \theta _{2}
(since the traingles are made from a rectangle their are 2 sets of triangles with different \theta)
also not \theta is the angle towards the center of the mass not an outer ridge angle(all together 4 \theta representing all 4 triangles)



Homework Equations




im given the eqaution
I=moment of inertia= (1/12)M(a^{2} + b^{2})
and also earlier in class worked out for isosceles trianlges
I=(1/2)M[1+(1/3)tan^{2}((1/2)\theta)]h^{2}

The Attempt at a Solution


given those 2 equations i have to prove that I=(1/12)M(a^{2}b^{2}) really gives the moment of inertia for full mass.
I started working backwards on the problems replacing M with \sigma h^{2} tan((1/2)\theta)
being that \sigma = M/A and A = h^{2}\ tan((1/2)\theta)
btw M=total mass of object, A=total area
(sorry trying my best to not confuse on problem)
since the height of one triangle is 1/2b or 1/2a depending on which triangle picked
i also replaced the terms for a^{2} and b^{2}

but I am at a lost at this point and don't know where to go past this
i figured if i reverse engineered the problem i may be able to figure the 4 triangles relationship to the total moment of inertia so then i could return the sumed up eqaution into the original eqaution for an isosceles triangle so i can understand how to use the triangles for a hexagon and octagon.

please help if possible with this problem.
 
Physics news on Phys.org
When you specify a moment of inertia for an object, you need to also specify the axis about which the moment is calculated.

You basically need to write down h and \theta in terms of the sides a,b, and use the fact that m(triangle) = (M/ab)*(area of triangle). If necessary you may need to use the Parallel Axis theorem to have all moments about the same point. Then it's just plugging and adding up the 4 moments to get the total.
 

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