Tension Loads
for Drop-In (Carbon and Stainless Steel), Lipped Drop-In (Carbon Steel)
and Coil-Thread Drop-In (Carbon Steel) Anchors in Normal-Weight Concrete

1. The allowable loads listed are based on a safety factor of 4.0.
2. Refer to allowable load-adjustment factors for edge distance and spacing.
3. Allowable loads may be linearly interpolated between concrete strengths listed.
4. The minimum concrete thickness is 1 1/2 times the embedment depth.