Opening at a tilt up wall panel
Opening at a tilt up wall panel
(OP)
Looking at opening up a 12 foot wide section from the floor to the roof beam in a 20' wide tilt up panel between a reinforced concrete columns at each side of a one story building. To help with shear we are considering installing tube steel horizontally between the rough opening. Opening will be at each bay for the entire building. Steel to go above 9' high storefront. Anyone run into a similar application?






RE: Opening at a tilt up wall panel
RE: Opening at a tilt up wall panel