storage rack systems
i often check the design of storage racks and stamp the drawings for these. my problem is that i live in an area of low seismicity. i do check eq out but i feel i may be missing something or am not really up to speed. i just started the process of putting some of these calcs into a excel spread-sheet and want to do it right. is there anybody out there in shake, rattle and roll country who wants to contribute something to me-a copy of an old design?
gary