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ET-HP® Anchoring Adhesive

Shear Strength Design Data for Threaded Rod and Rebar in Normal-Weight Concrete1,5

 
Tension Load Threaded Rod Threaded Rod Normal Weight Concrete
 
  1. The information presented in this table is to be used in conjunction with the design criteria of ICC-ES AC308, except as modified below.
  2. The value of φ 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 D.4.5 to determine the appropriate value of φ.
  3. The value of φ applies when both the load combinations of ACI 318 Section 9.2 are used and the requirements of Section D.4.4(c) for Condition B are met. If the load combinations of ACI 318 Section 9.2 are used and the requirements of Section D.4.4(c) for Condition A are met, refer to Section D.4.4 to determine the appropriate value of φ. If the load combinations of ACI 318 Appendix C are used, refer to Section D.4.5 to determine the appropriate value of φ.
  4. The value of φ applies when both the load combinations of ACI 318 Section 9.2 are used and the requirements of Section D.4.4(c) for Condition B are met. If the load combinations of ACI 318 Appendix C are used, refer to Section D.4.5 to determine the appropriate value of φ.
  5. Sand-lightweight and all-lightweight concrete are beyond the scope of this table.
 
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