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