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SET-XP® Structural Epoxy-Tie Anchoring Adhesive
Shear Design Data for Threaded Rod and Rebar in Normal-Weight Concrete1,5
- The information presented in this table is to be used in conjunction with the design criteria of ICC-ES AC308, except as modified below.
- The value of
applies when the load combinations of ACI 318 Section 9.2 are used. if the load combinations of AC 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 .
- 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 .
- Sand-lightweight and all-lightweight concrete are beyond the scope of this table.
- The values of Vsa are applicable for both cracked and uncracked concrete. For anchors installed in regions assigned to Seismic Design Category C, D, E or F, Vsa must be multiplied by αV,seis for the corresponding anchor material.
- The values of f'c used for calculation purposes must not exceed 8,000 psi (55.1 MPa) for uncracked concrete. The value of f'c used for calculation purposes must not exceed 2500 psi (17.2 MPa) for cracked concrete when calculating concrete pryout strength in shear.
