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Re: pic: Beam Bending Example
Last one of this batch...
2" x 4" aluminum tube (tall)
1/8" wall
1000 lbf uniform load
5.3283 lbm
5096 psi max stress - Note this is a singularity out at the support where as the others are in the middle. The middle of this is somewhat lower than 3400psi
.026 in max deflection
Are we getting anything out of this? (i.e. Keep going?)
__________________
Mark
Brick walls are for other people. - Randy Pausch
Last edited by kramarczyk : 13-05-2008 at 16:29.
Reason: rotated images
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