- 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 D . 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.
- For anchors installed in regions assigned to Seismic Design Categories C, D, E or F, multiply Vsa by 0.70.