SET-XP® Epoxy Shear Design Data for Normal-Weight Concrete

SET-XP® Structural Epoxy-Tie Anchoring Adhesive

Shear Design Data for Threaded Rod and

Rebar in Normal-Weight Concrete1,5

Information on this page has been updated since the printing of the 2009-2010 Anchor Systems Catalog.
To view the specific changes made to this page in detail, see Catalog Changes and Corrections.

Strong-Bolt Characteristic Shear Design Values

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 toSection D.4.5 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 ofSection D.4.4(c) for Condition B are met. If the load combinations of ACI 318 Section 9.2 are used and the requirements ofSection D.4.4 (c) for Condition A are met, refer toSection D.4.4 to determine the appropriate value of . If the load combinations of ACI 318 Appendix C are used, refer toSection D.4.5 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 ofSection D.4.4(c) for Condition B are met. If the load combinations of ACI 318 Appendix C are used, refer toSection D.4.5 to determine the appropriate value of .
Sand-lightweight and all-lightweight concrete are beyond the scope of this table.
The values of V_sa are applicable for both cracked and uncracked concrete. For anchors installed in regions assigned to Seismic Design Category C, D, E or F, V_sa must be multiplied by α_V,seis for the corresponding anchor material.