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ANGLE IRON LOAD/DEFLECT QUESTION
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- Subject: ANGLE IRON LOAD/DEFLECT QUESTION
- From: Matt Wright <matt13421342(--nospam--at)yahoo.com>
- Date: Fri, 13 Jun 2003 10:32:23 -0700 (PDT)
I have some questions regarding load. I have a series of 25-foot spans that need to support an aluminum bar-grating platform and light pedestrian traffic. The bar grating will not be welded to the frame, it needs to be removed for cleaning. We are trying to find the material which will allow us to span the length with the fewest number of floor-to-platform supports possible(none at all if it is possible). We would like to use a 1-1/2"x1-1/2"x1/8" angle steel. If it is possible to span the entire length with a single length of angle and no intermediate floor to platform vertical support, that would be best. I am also wondering about flexing/bouncing, which needs to be minimal. Please let me know what advice you can give. Great threads on this board, by the way. Thanks, Matt Wright __________________________________ Do you Yahoo!? Yahoo! Calendar - Free online calendar with sync to Outlook(TM). http://calendar.yahoo.com ******* ****** ******* ******** ******* ******* ******* *** * Read list FAQ at: http://www.seaint.org/list_FAQ.asp * * This email was sent to you via Structural Engineers * Association of Southern California (SEAOSC) server. To * subscribe (no fee) or UnSubscribe, please go to: * * http://www.seaint.org/sealist1.asp * * Questions to seaint-ad(--nospam--at)seaint.org. Remember, any email you * send to the list is public domain and may be re-posted * without your permission. Make sure you visit our web * site at: http://www.seaint.org ******* ****** ****** ****** ******* ****** ****** ********
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