ABSTRACT
In addition to the foregoing design considerations, the following limitations should be observed:
Center-to-center spacing no less than 4 times the anchor diameter. Minimum slab thickness 1.5 hec (preferably 2.0hcc); Minimum edge distance to avoid side blowout with deep embedment for cast-in-place
anchor,
FIGURE 13 Trilinear tensile-shear interaction.
