Slab Connection Using Dowel Bar Subs
Slab Connection Using Dowel Bar Subs
(OP)
I need to detail connection of PT flat plate, 8" thick, to core wall which is constructed in advance of the surrounding slab. When using dowel bar substitutes for such a connection, do you use one line of dowels at slab mid-depth, a line of dowels in top and bottom of slab, or what?






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