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table leg design...... |
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| Mar11-07, 11:43 AM | #1 |
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table leg design......
Suppose i want to make 4 table legs from aluminium square tube.......how should I go about designing the dimensions of the square tube? The table itself needs to support a load of 90kg through the four legs.
Help on this would be very much appreciated. Cabellos |
| Mar12-07, 02:39 PM | #2 |
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The tubing sales people, or at least the manufacturer, can tell you what sort of forces various ones can handle. Then just divide the total weight of the table by 4 to see what size you need to handle it. I'd add at least 50% to the estimated table weight as a safety factor and to compensate for any weakness introduced through your work on it, such as mounting holes. It will also have to stand up to lateral forces, particularly at the attachment points, in case the table gets pushed sideways.
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| Mar12-07, 05:07 PM | #3 |
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Metal product manufacturers are most likely not going to tell you anything other than material allowables. They won't tell you anything in regards to how much of a load something will allow. That is the designer's job to calculate.
You need to determine the load distribution and the resultant forces on each leg. You need to then calculate the stresses induced based on an initial guess of what the cross section will look like. These will be combined stresses that include the bending moments as well as compressive stresses and buckling. Compare the calculated stresses to your desired failure criteria and revise the design until the stresses are below the desired levels. |
| Mar12-07, 06:10 PM | #4 |
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table leg design......Finding the REAL design load cases is the first important step in any stress analysis! |
| Mar13-07, 12:23 AM | #5 |
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Strange... I've never had any trouble with the local machine shop, where I buy raw stock, advising me as to exactly what sort of material I would need for a particular project (and it's an engineering firm, not just toolies). Maybe it's the difference of living in a small town. |
| Mar13-07, 06:01 AM | #6 |
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Whatever it was designed for, if somebody can climb on top of it you can guarantee that somebody will climb on top of it, and will probably sue you if it breaks and damages their anatomy. But you are quite right, the dimensions of an aluminum leg to take a 600 lb load are small (a 1/4 in diameter solid Al rod would be way over designed) so that is not a constraint on the design. The point I was trying to make is you need to find the real constraints on the design, and "self weight" is not what matters. If it was my table (or whatever it is) I would be more concerned about its stiffness than its strength, for example - especially in the "sideways" direction. |
| Mar13-07, 09:01 AM | #7 |
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Yeah, that last bit would be more of a concern to me as well. That's what I meant by my last statement in my first response, but I didn't express it properly. In regard to that, I would personally put more emphasis on corner bracing than actual leg material as the solution.
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