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SET-XP™ Structural Epoxy-Tie Anchoring Adhesive
Tension Design Data for Normal-Weight Concrete1

- The information presented in this table is to be used in conjunction with the design criteria of ICC-ES AC308, except as modified below.
- Temperature Range 1: Maximum short term temperature of 110°F. Maximum long term temperature of 75°F.
- Temperature Range 2: Maximum short term temperature of 150°F. Maximum long term temperature of 110°F.
- Short term concrete temperatures are those that occur over short intervals (diurnal cycling).
- Long term concrete temperature are constant temperatures over a significant time period.
- For anchors that only resist wind or seismic loads, bond strengths may be increased 49% for Temperature Range 1 and 72% for Temperature Range 2.
- In water-saturated concrete, multiply τk,uncr and τk,cr by Ksat.
- For anchors installed in overhead and subjected to tension resulting from sustained loading, multiply the value calculated for Na according to ICC-ES AC308 by 0.75. .
- The value of
applies when the load combinations of ACI 318 Section 9.2 are used. If the load combinations of ACI 318 Appendix C are used, refer to Section D4.5 to determine the appropriate value of
.
- The value of
applies when both the load combinations of ACI 318 Section 9.2 are used and the requirements of Section D4.4(c) for Condition B are met. If the load combinations of ACI 318 Appendix C are used, refer to Section D4.5 to determine the appropriate value of
.
- The value of
applies when both the load combinations of ACI 318 Section 9.2 are used and the requirements of Section D4.4(c) for Condition B are met. If the load combinations of ACI 318 Section 9.2 are used and the requirements of Section D4.4(c) for Condition A are met, refer to Section D4.4 to determine the appropriate value of
. If the load combinations of ACI 318 Appendix C are used, refer to Section D4.5 to determine the appropriate value of
.
- Sand-lightweight and all-lightweight concrete are beyond the scope of this table.