Deflection of Simple Beam With uniform load partially distributed
Deflection of Simple Beam With uniform load partially distributed
(OP)
Does anyone have a formula for Deflection of Simple Beam With uniform load partially distributed. All the references that I have ignores the deflection along th beam with this type of loading. . Help!






RE: Deflection of Simple Beam With uniform load partially distributed
RE: Deflection of Simple Beam With uniform load partially distributed
RE: Deflection of Simple Beam With uniform load partially distributed
RE: Deflection of Simple Beam With uniform load partially distributed
http://newtonexcelbach.wordpress.com/2012/09/06/co...
will do what you want for simply supported spans or continuous beams with any number of segments with different properties, and any number of partial distributed loads (rectangular or trapezoidal), point loads or point moments.
By the way, we aren't supposed to post the same question in more than one forum.
Doug Jenkins
Interactive Design Services
http://newtonexcelbach.wordpress.com/
RE: Deflection of Simple Beam With uniform load partially distributed
a short-cut might be to distribute the load over the entire span, it'll be very close if your load is distributed over more than 50% of the span
Quando Omni Flunkus Moritati
RE: Deflection of Simple Beam With uniform load partially distributed
RE: Deflection of Simple Beam With uniform load partially distributed
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RE: Deflection of Simple Beam With uniform load partially distributed
If you want, you can get the deflection equations either by integrating the moment equations, or by using principal of super-position with item 6 (partial distributed load at one end) and item 1 (uniform load over entire beam).
RE: Deflection of Simple Beam With uniform load partially distributed
"If you want, you can get the deflection equations.... by using principal of super-position with item 6 (partial distributed load at one end) and item 1 (uniform load over entire beam)."
That is difficult unless you set it up on Mathcad or Excel because you don't know where the maximum deflection will occur
RE: Deflection of Simple Beam With uniform load partially distributed
Moment area?
Conjugate beam?
Stiffness?
Virtual Work?
This is literally a 10 minute calculation using double integration, arguably the longest way to calculate it.