Allowable shear stress in bending

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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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