Timeline for Bending of an L-shaped beam
Current License: CC BY-SA 4.0
7 events
| when toggle format | what | by | license | comment | |
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| Jul 18, 2021 at 16:16 | comment | added | r13 | The shape is unsymmetrical, if not loaded through its shear center, the use of this equation is inappropriate. | |
| Oct 20, 2020 at 18:06 | comment | added | NMech | I guess my Alzheimer is setting in. I was trying to find for a few minutes what the right word was and all I could come up was rectangular.... Thanks yet again. | |
| Oct 20, 2020 at 18:05 | history | edited | NMech | CC BY-SA 4.0 |
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| Oct 20, 2020 at 17:19 | comment | added | kamran | I see it now, the "rectangular cross-section" confused me. you may want to change that to " square". | |
| Oct 20, 2020 at 17:01 | comment | added | NMech | But i am assuming b=h . | |
| Oct 20, 2020 at 16:19 | comment | added | kamran | the correct equation to use is $\sigma = M*c/I =M/(bh^2/6) = 6M/bh^2$. you are dividing by h^3. Also for these kinds of applications, they usually use a dynamic load factor of 3. so M=750*50mm. And one would consider the base attachment as a critical point. . | |
| Oct 20, 2020 at 6:53 | history | answered | NMech | CC BY-SA 4.0 |