Does anyone have information on Robertson steel floor deck QL 21-20 I need the properties and load tables for 3" deck with a total slab thickness of 6".
I have a masonry wall which extends to the SSR deck and is perpindicular to the Z purlin. The wall requires lateral bracing. How would you brace the wall and still allow the purlin to move with temperature changes and not put stress on the wall? Vertical movement is allowed by having a 1 inch...