Euler's formula - Revision history

Ok: Text replacement - "" to ""

2024-10-22T01:06:47Z

Text replacement - "</tex>" to "</math>"

← Older revision		Revision as of 03:06, 22 October 2024
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	<math>		<math>
	P = \frac{a \pi^2 EI}{l^2}		P = \frac{a \pi^2 EI}{l^2}
	</~~tex~~>		</math>

	where		where
Line 11:		Line 11:
	E = the modulus of elasticity		E = the modulus of elasticity

	<math>I</~~tex~~> = the least moment of inertia		<math>I</math> = the least moment of inertia

	<math>l</~~tex~~> = length		<math>l</math> = length

	a = constant depending on end conditions		a = constant depending on end conditions

	<math>\pi</~~tex~~> = 3.14159		<math>\pi</math> = 3.14159

	[[Category:Glossary]]		[[Category:Glossary]]
	[[Category:Formulas]]		[[Category:Formulas]]

Ok: Text replacement - "" to " $"$

2024-10-22T00:16:36Z

Text replacement - "<tex>" to "<math>"

← Older revision		Revision as of 02:16, 22 October 2024
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	A formula expressing the resistance of long [[column\|columns]] to [[buckling]]:		A formula expressing the resistance of long [[column\|columns]] to [[buckling]]:

	<~~tex~~>		<math>
	P = \frac{a \pi^2 EI}{l^2}		P = \frac{a \pi^2 EI}{l^2}
	</tex>		</tex>
Line 11:		Line 11:
	E = the modulus of elasticity		E = the modulus of elasticity

	<~~tex~~>I</tex> = the least moment of inertia		<math>I</tex> = the least moment of inertia

	<~~tex~~>l</tex> = length		<math>l</tex> = length

	a = constant depending on end conditions		a = constant depending on end conditions

	<~~tex~~>\pi</tex> = 3.14159		<math>\pi</tex> = 3.14159

	[[Category:Glossary]]		[[Category:Glossary]]
	[[Category:Formulas]]		[[Category:Formulas]]

Ok at 00:14, 26 March 2007

2007-03-26T00:14:55Z

← Older revision		Revision as of 02:14, 26 March 2007
Line 11:		Line 11:
	E = the modulus of elasticity		E = the modulus of elasticity

	I = the least moment of inertia		<tex>I</tex> = the least moment of inertia

	l = length		<tex>l</tex> = length

	a = constant depending on end conditions		a = constant depending on end conditions

	<tex\pi</tex> = 3.14159		<tex>\pi</tex> = 3.14159

	[[Category:Glossary]]		[[Category:Glossary]]
	[[Category:Formulas]]		[[Category:Formulas]]

Ok: Based on Glossary of Bridge Terminology; Chapter LXXX of J.A.L. Waddell's Bridge Engineering (New York: Wiley, 1916)

2007-03-26T00:13:56Z

Based on Glossary of Bridge Terminology; Chapter LXXX of J.A.L. Waddell's Bridge Engineering (New York: Wiley, 1916)

New page

A formula expressing the resistance of long [[column|columns]] to [[buckling]]:

<tex>
P = \frac{a \pi^2 EI}{l^2}
</tex>

where

P = the external load or pressure

E = the modulus of elasticity

I = the least moment of inertia

l = length

a = constant depending on end conditions

<tex\pi</tex> = 3.14159

[[Category:Glossary]]
[[Category:Formulas]]