Parallel Axis Theorem- Composite Areas (STATICS)

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SUMMARY

The discussion focuses on calculating the moment of inertia for a beam's cross-sectional area about the x-axis using the Parallel Axis Theorem. The key equation used is Ix = Ix' + ACy^2, where Cy is the centroid of the area. The user calculated Cy to be 1.86 inches and attempted to find Ix using the formula but repeatedly obtained a result of 109.8 in4, which was incorrect according to the homework system. The error was identified as a misunderstanding of the axis about which the moment of inertia should be calculated.

PREREQUISITES
  • Understanding of the Parallel Axis Theorem
  • Knowledge of calculating centroids of composite areas
  • Familiarity with moment of inertia concepts
  • Basic proficiency in statics and mechanics of materials
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  • Review the Parallel Axis Theorem in detail
  • Practice calculating centroids for various composite shapes
  • Learn about the differences between centroidal and non-centroidal axes
  • Explore examples of moment of inertia calculations for beams in structural engineering
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Students and professionals in civil engineering, mechanical engineering, and architecture who are involved in structural analysis and design, particularly those focusing on beam design and moment of inertia calculations.

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Homework Statement


Consider the beam shown in (Figure 1) . Suppose that a = 15 in. , b = 8 in. , c = 1 in., and d = 4 in.

Determine the moment of inertia for the beam's cross-sectional area about the x axis.

https://www.google.com/search?q=Det...iw=767&bih=740&dpr=1.25#imgrc=FBSvRrNrtgG_OM:

Homework Equations


Ix=Ix'+ACy^2

Where Cy is the centroid, so ΣACy=Σ(A*Cy) then ΣACy/ΣA=Cy

The Attempt at a Solution



I got Cy to be 1.86 inches

I then started to use the Ix expression:
(1/12)(x)(y)^3+(x)(y)(Cy)^2

I made sure to break it into squares and subtract values that overlap
ex: squares that's are 1x4, 1x13, and 1x8

I've done it two different ways and keep getting 109.8 in^4 as Ix and the homework system says that's not right.
 
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I think you might be using the centroid of the cross section to calculate the distance to the neutral (centroidal) axis, but the problem wants the moment of inertia about the x-axis at the bottom of the cross section.
 
You're probably 100 percent right. I didn't read the question well enough
 

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