From: Edward Arrington <Earringt(--nospam--at)ENG.CI.LA.CA.US>
Date: Thu, 13 Apr 2000 12:09:48 -0700
In modeling a structure, I used rigid diaphragms at various levels. Now, I am
sure how to apply a live load onto the diaphragm. I am aware of using mass
loads but this would not be appropriate if the load is a live load. Is using
line loads and point loads the only way?