1. Allowable working loads for the single installations under static loading should not exceed 25% ultimate capacity or the allowable load of the anchor rod.
2. Ultimate load values in 2000 and 4000 psi stone aggregate concrete. Ultimate loads are indicated for the embedment shown in the Embedment in Concrete column. Performace values are based on minimum Grade 60 reinforcing bar. The use of lower strength rods will result in lower ultimate tension and shear loads.
3 SHEAR DATA: Provided the distance from the rebar to the edge of the concrete member exceeds 1.25 times the embedment depth of the rebar, calculate the ultimate shear load for the rebar anchorage as 60% of the ultimate tensile strength of the rebar.

Epcon C6 Adhesive Anchoring System Spacing / Edge Distance Load Factor Summary1 LOAD FACTOR DISTANCE FROM EDGE OF CONCRETE Critical Edge Distance — Tension      100% Tension Load 1.25 x Anchor Embedment Minimum Edge Distance — Tension      70% Tension Load 0.50 x Anchor Embedment Critical Edge Distance — Shear      100% Shear Load 1.25 x Anchor Embedment Minimum Edge Distance — Shear      30% Shear Load 0.30 x Anchor Embedment LOAD FACTOR DISTANCE FROM ANOTHER ANCHOR Critical Spacing — Tension      100% Tension Load 1.50 x Anchor Embedment Minimum Spacing — Tension      75% Tension Load 0.75 x Anchor Embedment Critical Spacing — Shear      100% Shear Load 1.50 x Anchor Embedment Minimum Spacing — Shear     30% Shear Load 0.50 x Anchor Embedment 1 Use linear interpolation for load factors at edge distances or spacing distances between critical and minimum. 2 Anchors are affected by multiple combination of spacing and/or edge distance loading and direction of the loading. Use the product of tension and shear loading factors in design.

Performance Data: Page 3of 3
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C6 Fast Curing Epoxy
Product Information and Advantages
Suggested Specifications
Applications, Features and Installation Instructions
Ordering Information and Estimating Tables 18 oz.
Performance Data (3 pages) : Approval and Listings