Timeline for Deflection and maximum stress of two beams parallel under each other
Current License: CC BY-SA 3.0
18 events
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| Dec 15, 2017 at 16:27 | history | edited | Chemomechanics | CC BY-SA 3.0 |
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| Dec 15, 2017 at 15:41 | history | edited | Chemomechanics | CC BY-SA 3.0 |
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| S Dec 15, 2017 at 15:40 | history | rollback | Chemomechanics |
Rollback to Revision 10 - Edit approval overridden by post owner or moderator
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| Dec 15, 2017 at 14:27 | history | suggested | Quint van Dijk | CC BY-SA 3.0 |
Changed U-3 equation
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| Dec 15, 2017 at 11:17 | review | Suggested edits | |||
| S Dec 15, 2017 at 15:40 | |||||
| Dec 8, 2017 at 22:31 | comment | added | Chemomechanics | Well, that is the formula for bending stress, but there are also transverse or axial loads applied to the beams; these also contribute to the stress state. | |
| Dec 8, 2017 at 10:00 | comment | added | Quint van Dijk | Works perfectly! Follow up question, when I use the moments used to calculate U to calculate the stress (𝜎 = Mc/I) I get varying results. Sometimes it's really accurate, but with different geometric properties, it sometimes gets me values that are way off. Can use these moments to calculate the stress, or should I use something different? | |
| Dec 7, 2017 at 8:36 | vote | accept | Quint van Dijk | ||
| Dec 7, 2017 at 5:36 | history | edited | Chemomechanics | CC BY-SA 3.0 |
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| Dec 7, 2017 at 3:58 | history | edited | Chemomechanics | CC BY-SA 3.0 |
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| Dec 7, 2017 at 3:13 | history | edited | Chemomechanics | CC BY-SA 3.0 |
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| Dec 7, 2017 at 2:25 | history | edited | Chemomechanics | CC BY-SA 3.0 |
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| Dec 7, 2017 at 1:34 | history | edited | Chemomechanics | CC BY-SA 3.0 |
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| Dec 7, 2017 at 1:14 | history | edited | Chemomechanics | CC BY-SA 3.0 |
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| Dec 7, 2017 at 1:08 | history | edited | Chemomechanics | CC BY-SA 3.0 |
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| Dec 7, 2017 at 0:58 | history | edited | Chemomechanics | CC BY-SA 3.0 |
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| Dec 7, 2017 at 0:50 | history | edited | Chemomechanics | CC BY-SA 3.0 |
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| Dec 7, 2017 at 0:12 | history | answered | Chemomechanics | CC BY-SA 3.0 |