We are looking at hold downs for secondhand tanks.These tanks will hold tallow and are approx. 4m dia. x 8-10m high.Our current design does not meet the new seismic standard.Anyone have ideas, recommendations?Needs to meed the code for the vertical up thrust and rolling EQ's. Allow tallow is quite a heavy viscosity it does have a slopping affect with EQ'skene
Link Here to posting on The Factory Floor Exchange - Thursday 6 October 2016
