Anchor Bolt Shear Load Seismic Component E<=0.2U

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ACI 318-14 17.2.3.5.1

This input is required when seismic SDC>=C
User can ignore this input when seismic SDC=A or B

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

E - Seismic component in the total factored shear load
      V_u user input above
U - Total factored shear load V_u user input above

Below are load combinations from ACI 318-14  5.3.1 by
which user uses to get the total factored shear load V_u
for anchor bolt design.

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 ACI 318-14  5.3.1

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ACI 318-14 17.2.3.5.1