If anyone here practices in a Seismic Zone, builds in reinforced concrete, and doesn't apply the Moment Distribution Method I can only ask why not???
IF you have an EQ force moment envelope (BMD) and also a gravity case (for my Code it is G + 0.6Q) BMD, hanging the gravity BMD from the seismic BMD is a quick and convenient superposition. From there you use the redistribution methods that asith alluded to, and acheive a much more economical frame.
Besides, why use a computer when you can employ a hand method that is easily as reliable and has fewer potential pitfalls (ie: Modelling error, computation error inside the black box, etc).
Regards,
YS
B.Eng (Carleton)
Working in New Zealand, thinking of my snow covered home...