The customer has a large diameter water filled tank.
the seismic design has to include sloshing-convective and impulsive
used to determine the effective mass. These components will be combined with SRSS.
I have ASCE7-05 available to do the seismic analysis but don't see
any reference to the above requirements in the Code.
What equations in the ASCE Code relates to the convective and impulse (loads)?