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
Gary
