Anchor Bolt Tensile Load Seismic Component E<=0.2U
A23.3-14 D.4.3.5.1

This input is required when seismic IEFaSa(0.2) >= 0.35
User can ignore this input when seismic IEFaSa(0.2) < 0.35

Select Yes when E <= 0.2U
Select No   when E > 0.2U

E - Seismic component in the total factored tensile load
      Nu user input above
U - Total factored tensile load Nu user input above

U = 1.0D + 1.0E + 0.5L + 0.25S    A23.3-14 Annex C1.2.4
     

A23.3-14 D.4.3.5.1