Looking at putting up a slatted tank which will require a central support pillar to bridge the span (30ft x 30ft).
What is the best practice for installing these support columns and does it matter where the mixing point is in relation to it? I was hoping to put the mixing point in closest corner to the shed entry. Intention for this was to minimise the dead space behind the mixing pump.
Is there any effect of the pumped slurry on these pillars - I presume the sidewards force of the pumped slurry will have an effect of some sort.
What is the best practice for installing these support columns and does it matter where the mixing point is in relation to it? I was hoping to put the mixing point in closest corner to the shed entry. Intention for this was to minimise the dead space behind the mixing pump.
Is there any effect of the pumped slurry on these pillars - I presume the sidewards force of the pumped slurry will have an effect of some sort.