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| Simple beam calcs for a simple mind |  | ||
| Post Reply | Engineering Forum | ||
| Posted by: msarrazi ® 12/11/2009, 14:22:45 Author Profile eMail author Edit |
Hey guys, I have an easy one for you today. If I have a simple beam supported at both ends with a 1,250 LB load on centerline what should I expect for deflection?
The parameters are as follows: Material 6061-T651 aluminum bar stock 1-1/2" x 3" x 44" between supports. I have a concentrated load of 1,250# at centerline and I am loading the edge (Hard Way) Thanks in advance for your help |
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| : Simple beam calcs for a simple mind | |||
| : Simple beam calcs for a simple mind -- msarrazi | Post Reply | Top of thread | Engineering Forum |
| Posted by: EEman98 ® 12/11/2009, 19:44:22 Author Profile eMail author Edit |
Please refer to the address:
/beam_bending/beam_bending1.htm |
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