Simple Bending Equation - Revision history

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			=====Description=====

	The [http://en.wikipedia.org/wiki/Bending '''Simple Bending Equation'''] applies to simply supported beams ''(and arches if the radius of curvature is greater than 10 times the depth)''		The [http://en.wikipedia.org/wiki/Bending '''Simple Bending Equation'''] applies to simply supported beams ''(and arches if the radius of curvature is greater than 10 times the depth)''

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	* Capital '''I''' = the '''[[Moment of Inertia]]''' about the Neutral Axis ''(for a rectangular beam this is its breadth times the depth cubed divided by 12)''.		* Capital '''I''' = the '''[[Moment of Inertia]]''' about the Neutral Axis ''(for a rectangular beam this is its breadth times the depth cubed divided by 12)''.
	* '''y''' = the distance of the '''[[Neutral Axis]]''' from the maximum stress ''(for a uniform rectangular beam this is half the depth)''		* '''y''' = the distance of the '''[[Neutral Axis]]''' from the maximum stress ''(for a uniform rectangular beam this is half the depth)''


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2015-12-21T11:15:15Z

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	The [http://en.wikipedia.org/wiki/Bending '''Simple Bending Equation'''] applies to simply supported beams ''(and arches if the radius of curvature is greater than 10 times the depth)''		The [http://en.wikipedia.org/wiki/Bending '''Simple Bending Equation'''] applies to simply supported beams ''(and arches if the radius of curvature is greater than 10 times the depth)''
	~~[[File:WhiteSpace.jpg\|200px\|right]]~~
	~~[[File:BendingEquation.png\|200px\|right]]~~
	'''''Where:'''''		'''''Where:'''''

	* '''M''' = the ~~[http://en.wikipedia.org/wiki/Bending_moment~~ '''Maximum Bending Moment''']		[[File:BendingEquation.png\|200px\|right]]
	* '''σ''' = the ~~[http://en.wikipedia.org/wiki/Ultimate_tensile_strength~~ '''Tensile Strength'''] of the material ''(obtainable from tables or by experiment)''		* '''M''' = the '''[[Bending Moment\|Maximum Bending Moment]]'''
			* '''σ''' = the '''[[Tensile Strength]]''' of the material ''(obtainable from tables or by experiment)''
	* Capital '''I''' = the '''[[Moment of Inertia]]''' about the Neutral Axis ''(for a rectangular beam this is its breadth times the depth cubed divided by 12)''.		* Capital '''I''' = the '''[[Moment of Inertia]]''' about the Neutral Axis ''(for a rectangular beam this is its breadth times the depth cubed divided by 12)''.
	* '''y''' = the distance of the ~~[http://en.wikipedia.org/wiki/Neutral_axis~~ '''Neutral Axis'''] from the maximum stress ''(for a uniform rectangular beam this is half the depth)''		* '''y''' = the distance of the '''[[Neutral Axis]]''' from the maximum stress ''(for a uniform rectangular beam this is half the depth)''

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2015-12-17T16:55:02Z

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	[[Category:Secondary]]		[[Category:Secondary]]
	[[Category:~~Bridges and~~ Beams]]		[[Category:Beams]]
	[[Category:Terminology]]		[[Category:Terminology]]

DT Online at 16:54, 17 December 2015

2015-12-17T16:54:44Z

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	The [http://en.wikipedia.org/wiki/Bending '''Simple Bending Equation'''] applies to simply supported beams ''(and arches if the radius of curvature is greater than 10 times the depth)''		The [http://en.wikipedia.org/wiki/Bending '''Simple Bending Equation'''] applies to simply supported beams ''(and arches if the radius of curvature is greater than 10 times the depth)''
	[[File:WhiteSpace.jpg\|200px\|right]]		[[File:WhiteSpace.jpg\|200px\|right]]
	[[File:BendingEquation.~~jpg~~\|200px\|right]]		[[File:BendingEquation.png\|200px\|right]]
	'''''Where:'''''		'''''Where:'''''

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2015-06-02T13:51:04Z

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	[[Category:Secondary]]		[[Category:Secondary]]
	[[Category:~~Structures~~ and ~~Environments~~]]		[[Category:Bridges and Beams]]
	[[Category:Terminology]]		[[Category:Terminology]]

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	~~{{Terminology}}~~		[[Category:Secondary]]
	[[Category:Structures]]		[[Category:Structures]]
			[[Category:Terminology]]

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	* Capital '''I''' = the '''[[Moment of Inertia]]''' about the Neutral Axis ''(for a rectangular beam this is its breadth times the depth cubed divided by 12)''.		* Capital '''I''' = the '''[[Moment of Inertia]]''' about the Neutral Axis ''(for a rectangular beam this is its breadth times the depth cubed divided by 12)''.
	* '''y''' = the distance of the [http://en.wikipedia.org/wiki/Neutral_axis '''Neutral Axis'''] from the maximum stress ''(for a uniform rectangular beam this is half the depth)''		* '''y''' = the distance of the [http://en.wikipedia.org/wiki/Neutral_axis '''Neutral Axis'''] from the maximum stress ''(for a uniform rectangular beam this is half the depth)''


			{{Terminology}}

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2014-11-10T13:27:49Z

Minor punctuation

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			The [http://en.wikipedia.org/wiki/Bending '''Simple Bending Equation'''] applies to simply supported beams ''(and arches if the radius of curvature is greater than 10 times the depth)''
			[[File:WhiteSpace.jpg\|200px\|right]]
	[[File:BendingEquation.jpg\|200px\|right]]		[[File:BendingEquation.jpg\|200px\|right]]
	~~The [http://en.wikipedia.org/wiki/Bending~~ '''~~Simple Bending Equation~~'''~~] applies to simply supported beams~~ ''~~(and arches if the radius of curvature is greater than 10 times the depth)~~''		'''''Where:'''''

	~~Where:~~

	* '''M''' = the [http://en.wikipedia.org/wiki/Bending_moment '''Maximum Bending Moment''']		* '''M''' = the [http://en.wikipedia.org/wiki/Bending_moment '''Maximum Bending Moment''']