Iron Bar Bending Force Calculation: Round vs. Hexagonal/Square Cross-Section

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SUMMARY

The discussion focuses on calculating the bending force required for an iron bar with a round cross-section compared to bars with hexagonal or square cross-sections. The round bar measures 152 mm in length and 4.8 mm in diameter, with a weight of 88.5 kg applied at its midpoint, resulting in a 90-degree bend. The key to solving the problem lies in understanding the second moment of inertia, defined as I = ∫ r² dA, which indicates that a higher moment of inertia results in greater resistance to bending. Participants emphasize the need for calculus skills to apply these concepts effectively.

PREREQUISITES
  • Understanding of torque calculations, specifically Torque = Force * R
  • Familiarity with the concept of the second moment of inertia
  • Basic knowledge of material properties and bending mechanics
  • Proficiency in calculus for evaluating integrals
NEXT STEPS
  • Research the second moment of inertia for different cross-sectional shapes
  • Learn about bending stress and strain in materials
  • Explore the application of torque in mechanical systems
  • Study the principles of beam deflection and its calculations
USEFUL FOR

Mechanical engineers, physics students, and anyone involved in structural analysis or materials science will benefit from this discussion, particularly those interested in bending mechanics and material strength calculations.

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Homework Statement



Given an iron bar, of round cross-section, fixed by its extremities
(bar measures 152 mm in length and 4.8 mm in diameter),
a weight of 88.5 kgs is hung from its middle, bending it at least
90 degrees.

How much weight/force would be needed to bend another
bar of the same material and size, but of hexagonal or square
section?


Homework Equations



Torque = Force * R

Sin(90°) * R


The Attempt at a Solution



Haven't got any idea. There should
be something lacking in the text or
more probably some calculus skills
given as knows and hence omitted.

Hope you could clear up this question,
thank you in advance
 
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I'm not sure, but I think that you need a second moment of inertia over here, which is defined as

I = \int r^2\, dA

where the are is perpendicular to the axis of bending. The bigger this moment of inertia is, the harder it is to bend or deform the beam, so you just use proportion to find what you need.
 

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