I have seen references stating the minimum shear strength of a K-series joist is 25% of the end reaction.
Where is this stated in SJI specs?
Is it the same for LH series?
Thanks for the help
Is the attached structure determinate/stable?http://files.engineering.com/getfile.aspx?folder=ea7919af-b468-4caf-86e8-00d9a1452dec&file=MX-5001n@pedcoea.com_20150511_125357.pdf
Who has experience with the anchorage of a fall protection proprietary system to metal roof deck?
I am working with a manufacturer, Guardian, with their system "XS Horizontal Lifeline system". I was provided the design load by their engineers. The load is 3,600 lbs applied horizontally to the...
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Is WWF required/needed for temp and shrinkage in an elevated slab designed using composite deck? It is not needed for carrying load for the values in the deck manufacturers tables for composite deck (at least for Vulcraft). My situation is 1.5VL20, 5" overall tk. Thanks for the help.
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The Enercalc program I have only does method 1.
It doesn't need to be freeware, just good.
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