Shear Loads for Drop-In (Carbon and Stainless Steel) and Lipped Drop-In (Carbon Steel) Anchors in Normal-Weight Concrete

1. The allowable loads listed are based on a safety factor of 4.0.
2. Allowable loads may be increased by 16% for short term loading due to wind or seismic forces where permitted by code.
3. Refer to allowable load adjustment factors for edge distance and spacing.
4. Allowable loads may be linearly interpolated between concrete strengths listed.
5. The minimum concrete thickness is 1 1/2 times the embedment depth.