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as the identify shows, is there a minimum thickness for the slab on grade when the usage of hairpins. i recognize the way to navigate my manner thru the calcs for pressure switch with hairpins to wwf in slab, but wanted to peer if everybody has mind on a minimum sog thickness.

assuming a #6 hairpin and a four� thick sog. in a great international of the hairpin being targeted inside the slab thickness, this offers 1 five/eight� concrete cowl. which meets aci cover necessities.

i respect any perception. and structural engineers of the sector, keep combating the bes10.0.0.0.1192.168.1.254
t combat.