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| Yet another beam deflection question... |  | ||
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| Posted by: Paul Cotter ® 05/06/2008, 09:48:03 Author Profile eMail author Edit |
Does anybody have the formula for the deflection of a uniformly loaded I-beam when the ends extend beyond the supports and are also loaded. Even I don't understand the question I just wrote. So imagine that 'w' in the picture below means a uniform loading, the underscores are the beam and S means the beam is supported along that length section. The '.'s are just spacers because the posting program removes duplicate spaces. wwwwwwwWwwwwwwwwwwwwwwwwwwwwwwww
I hope you see this the way I do. My integration is not what it used be. Then again it never was. Regards - Paul Modified by Paul Cotter at Tue, May 06, 2008, 10:29:25 |
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| : Yet another beam deflection question... | | ||
| : Yet another beam deflection question... -- Paul Cotter | Post Reply | Top of thread | Forum |
| Posted by: Kelly Bramble ® 05/06/2008, 10:00:15 Author Profile eMail author Edit |
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| Different embedded lengths at the ends. | | ||
| : : Yet another beam deflection question... -- Kelly Bramble | Post Reply | Top of thread | Forum |
| Posted by: Paul Cotter ® 05/06/2008, 10:28:07 Author Profile eMail author Edit |
Thank you Kelly. My fault. I should have said that the embedding is not the same at both ends, ie there is a c1 and c2, not just a c. I had looked at the calculations page, but the one I wanted was not there. |
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| : Different embedded lengths at the ends. -- Paul Cotter | Post Reply | Top of thread | Forum |
| Posted by: Kelly Bramble ® 05/06/2008, 10:45:25 Author Profile eMail author Edit |
Can you attached an illustration or picture similar to the picture on Engineers Edge? Evan a scanned hand drawn picture would be great! |
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