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Seems like there should be the option for the cover requirements to be based on the combined section, not the slabs themselves. So 1" cover would be above the bottom of the slab, whatever that thickness or slab would be.
Seems like there should be the option for the cover requirements to be based on the combined section, not the slabs themselves. So 1" cover would be above the bottom of the slab, whatever that thickness or slab would be.