Hi all, i have an 85 ft tall asrs setting on a 24 inch thick slab which will be supported by a matrix of auger cast piles. Pile spacing is yet to be determined. the slab will be set on grade and not on void forms, but fully supported by piles.
Does anyone have any experience in dealing with superflat slabs as it relates to creep in structural slabs?
Does anyone have any experience in dealing with superflat slabs as it relates to creep in structural slabs?