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UFC 3-320-06A Concrete Floor Slabs of Grade Subjected to Heavy Loads

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I have a question concerning this publication.  I am doing a floor slab
design for a tracked vehicle, 110 kips with Cat D9 track layout.  I am
looking at Table 3-1 of this manual for Maximum Allowable Stationary Live
Load.  Do I use the entire vehicle weight, or do I use only half the load
because there are two tracks?


David Maynard
Gillette, WY

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