Anchor Bolt Shear Load Seismic Component E<=0.2U

---

ACI 318-11 D.3.3.5.1

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 318-11 9.2.1 by
which user uses to get the total factored shear load V_u
for anchor bolt design.

---

 ACI 318-11  9.2.1



      

---

ACI 318-11 D.3.3.5.1