I'm going back to a question I've asked previously but the previous thread was closed.
I have a post-tensioned slab on grade that's 4.5" thick, supported by polystyrene underneath. See attached drawings.
It's a cold storage facility and I'm trying to establish how to calculate or justify the...
Hi everyone,
I'm working on the assessment of a big warehouse that used to be used for cold storage. From the old drawings, the slab construction is a 4-1/2" thick prestressed slab on 6" polystyrene. I know this warehouse was used for heavy storage and traffic. We're looking at placing heavy...
Hi guys,
I'm modelling a simple single storey shear wall with load at the floor level. When I have a model with just a planar wall, the pier moment is zero at the top and maximum at the bottom, which is what I expected. However, when I add perpendicular flange walls and analyse with the same...
