Allowable shear stress in bending

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Discussion Overview

The discussion revolves around the allowable shear stress in bending beams, specifically addressing the relationship between allowable stress, maximum moment, and the elastic section modulus. Participants are examining the correctness of a given inequality related to these quantities, which is relevant to structural engineering and mechanics of materials.

Discussion Character

  • Homework-related
  • Technical explanation
  • Debate/contested

Main Points Raised

  • Some participants question the validity of the inequality σ allowable > Mmax / Ze, suggesting it may lead to beam failure if interpreted incorrectly.
  • Others clarify that σ allowable represents the maximum stress a material can withstand, typically linked to the yield point for materials like steel.
  • One participant emphasizes that the bending stress σ in a beam is calculated as σ = M / Ze, leading to the conclusion that σ allowable must be greater than this calculated stress to prevent failure.
  • There is confusion about the meaning of the inequality σ allowable > Mmax < Ze, with participants pointing out that the units of the quantities involved do not support such a relationship.

Areas of Agreement / Disagreement

Participants generally disagree on the interpretation of the inequality involving allowable stress and maximum moment. While some clarify the correct relationship, others maintain that the original notes may be misleading or incorrect.

Contextual Notes

There are unresolved questions regarding the definitions and relationships between the quantities involved, particularly concerning the units and implications of the inequalities presented.

chetzread
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Homework Statement


I think the notes is wrong . in the notes , it's given that σ allowable > Mmax / Ze

Homework Equations

The Attempt at a Solution


i think it should be σ allowable > Mmax < Ze , am i right ? How could the σ allowable > Mmax / Ze ? If σ allowable > Mmax / Ze , the beam will rupture , right ?
 

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chetzread said:

Homework Statement


I think the notes is wrong . in the notes , it's given that σ allowable > Mmax / Ze

Homework Equations

The Attempt at a Solution


i think it should be σ allowable > Mmax < Ze , am i right ? How could the σ allowable > Mmax / Ze ? If σ allowable > Mmax / Ze , the beam will rupture , right ?
What does σ allowable > Mmax < Ze even mean?

Think about this for a minute.

Ze has units of L3, Mmax has units of force × L, and σ allowable of course has units of ##\frac{force}{L^2}##, so these three quantities cannot be related by a simple inequality as you are thinking.

The bending stress σ in a beam is given by the formula

##σ = \frac{M ⋅ y}{I}##

The elastic section modulus of the beam Ze is the ratio ##\frac{I}{y}##, which means that ##σ = \frac{M}{Ze}##.
Therefore, ##σ\, allowable > \frac{Mmax}{Ze}##, since you want the allowable bending stress to be greater than the actual calculated bending stress in the beam.
 
SteamKing said:
What does σ allowable > Mmax < Ze even mean?

Think about this for a minute.

Ze has units of L3, Mmax has units of force × L, and σ allowable of course has units of ##\frac{force}{L^2}##, so these three quantities cannot be related by a simple inequality as you are thinking.

The bending stress σ in a beam is given by the formula

##σ = \frac{M ⋅ y}{I}##

The elastic section modulus of the beam Ze is the ratio ##\frac{I}{y}##, which means that ##σ = \frac{M}{Ze}##.
Therefore, ##σ\, allowable > \frac{Mmax}{Ze}##, since you want the allowable bending stress to be greater than the actual calculated bending stress in the beam.
since , ##\frac{Mmax}{Ze}## = caluculated stress , then the ##σ\, allowable## shouldn't exceed the calculated stress , right ? if ##σ\, allowable > \frac{Mmax}{Ze}## , the beam will rupture , right ?
 
chetzread said:
since , ##\frac{Mmax}{Ze}## = caluculated stress , then the ##σ\, allowable## shouldn't exceed the calculated stress , right ? if ##σ\, allowable > \frac{Mmax}{Ze}## , the beam will rupture , right ?
No, you have things confused.

σ allowable is the maximum stress the material of the beam can experience before something bad happens. Typically for steel, σ allowable represents the yield point of the material. The actual stress in the beam is not σ allowable, but is calculated from M / Ze, where M is the bending moment and Ze is the elastic section modulus of the beam.

In order for a beam to remain intact, σ bending < σ allowable.
 
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