# Help Needed: Engineers/Architects/Physiscs Gurus enter please

**URL:** <https://forums.speedlife.net/t/help-needed-engineers-architects-physiscs-gurus-enter-please/27790>\
**Category:** NYSpeed Off Topic\
**Created:** [April 17, 2007, 4:06pm UTC](https://forums.speedlife.net/t/help-needed-engineers-architects-physiscs-gurus-enter-please/27790 "2007-04-17T16:06:40Z")\
**Posts on this page:** 1\
**Showing post:** 18

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**Author:** ![focusinprogress](https://yyz2.discourse-cdn.com/flex034/user_avatar/forums.speedlife.net/focusinprogress/32/7227_2.png) [@focusinprogress](https://forums.speedlife.net/u/focusinprogress)\
**Post date:** [April 19, 2007, 8:06am UTC](https://forums.speedlife.net/t/help-needed-engineers-architects-physiscs-gurus-enter-please/27790/18 "2007-04-19T08:06:26Z")

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^ ok, so now what do i do with this? it looks like a different language to me. all im looking for is what beam material and webbing thickness in 5" tall will span 16ft with minimal deflection and handling the given load of 1375lb per linear foot.

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