Anchor Bolt Tensile Load Seismic Component E<=0.2U
ACI 318-14 17.2.3.4.1
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
tensile
load
N
u user input above
U -
Total factored
tensile load N
u
user input above
Below are load combinations from ACI 318-14 5.3.1 by
which user uses to get the total factored
tensile load N
u for anchor bolt design.
ACI 318-14 5.3.1
ACI 318-14 17.2.3.4.1