PROFIS ENGINEERING
Nominal Concrete Pryout Strength in Shear( V cpg)
There are 16 anchors in tension and 16 anchors in shear → calculate V cpg using N cbg or N ag for 16 anchors.
NOTE:
no shear eccentricity in y direction → divide N cbg and N ag by ψ ec2, N to obtain N cpg reference p. 109:
reference p. 110:
N cpg =( 60,877 lb)/( 0.955) = 63,746 CONTROLS
N cpg =( 95,554 lb)/( 0.916) = 104,317
V cpg = k cp MIN N cbg | N ag ACI 318-19 Eq.( 17.7.3.1b) h ef = 14 in → k cp = 2.0 for h ef ≥ 2.5 in V cpg =( 2.0)( 63,746 lb) = 127,492 lb
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