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icarusburns
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| تاريخ الالتحاق: | الجمعة فبراير 2nd, 2007 |
| الموقع: | USA |
| عدد المواضيع: | 475 |
| Exams Taken: | | | Exams Passed: | PD, GS, ME, BD/MM, CD, BP, BT | | Describes Me: | . . . cautiously watching out for the Olduvai cliff. |
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كتب: الثلاثا نوفمبر 18th, 2008 03:52 am |
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A question in Ballast asks:
Which of the following is usually NOT checked when designing floor joists for heavy loads?
The answer is "Vertical Shear". Why wouldn't the answer be "Horizontal Shear"?
Thanks.
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eviltravis
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| تاريخ الالتحاق: | الخميس نوفمبر 30th, 2006 |
| الموقع: | ARCHITECT!!!! & LEED AP- ATX |
| عدد المواضيع: | 227 |
| Exams Taken: | PD, GS, LF, ME, BD/MM, CD, SP, BP, BT | | Exams Passed: | PD, GS, LF, ME, BD/MM, CD, SP, BP, BT | | Describes Me: | waiting for the final paperwork.... |
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كتب: الثلاثا نوفمبر 18th, 2008 02:28 pm |
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| because if its going to fail its going to fail in horizontal shear first. so from what i gather thats the critical one to figure out.
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icarusburns
Member
| تاريخ الالتحاق: | الجمعة فبراير 2nd, 2007 |
| الموقع: | USA |
| عدد المواضيع: | 475 |
| Exams Taken: | | | Exams Passed: | PD, GS, ME, BD/MM, CD, BP, BT | | Describes Me: | . . . cautiously watching out for the Olduvai cliff. |
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كتب: الثلاثا نوفمبر 18th, 2008 04:08 pm |
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Thanks.
I think I'm looking beyond the "joist", and to the connection to vertical support as well, where vertical shear would be applicable.
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الوقت الحالي هو 10:29 pm | |
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