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| Beam Deflection Problem | |||
| Post Reply | Engineering Forum | ||
| Posted by: kagr ® 05/20/2004, 09:45:58 Author Profile eMail author Edit |
I have a beam deflection problem. The beam is supported on both ends with a uniform load centered. The uniform load is only a portion of the total length of the beam. I am unable to find the correct formula to calculate the defection. Any help would be appreciated. So far I have tried this equation. 5/384 *Wl cubed/EI |
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| : Beam Deflection Problem | |||
| : Beam Deflection Problem -- kagr | Post Reply | Top of thread | Engineering Forum |
| Posted by: cebrian ® 03/17/2010, 23:27:37 Author Profile eMail author Edit |
there ere different approach to solve your problem just try some of it. |
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| Re: Beam Deflection Problem | |||
| : Beam Deflection Problem -- kagr | Post Reply | Top of thread | Engineering Forum |
Posted by: acroduster1 ®  06/03/2004, 09:21:20 Author Profile eMail author Edit |
The equation you've listed is for when the distributed load is along the entire beam. There aren't any rule of thumb or simple deflection formulas for the case you have because of the complexity of the loading. If you give me the details of the problem you have I can step through it. Acro |
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| Re: Beam Deflection Problem | |||
| : Beam Deflection Problem -- kagr | Post Reply | Top of thread | Engineering Forum |
Posted by: Cragyon ® Administrator  05/22/2004, 16:08:20 Author Profile eMail author Edit |
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