The Slotted Stud Tie (Type 1) is designed to transfer the lateral load from the exterior masonry veneer axially and normal to the structural backing. The connection between the V-Tie™ ­ and Slotted Stud Plate by way of the vertical slot does not resist differential movement between the structural backing and the masonry veneer in the vertical direction, and therefore, does not offer composite action between the structural backing and the masonry veneer. For the design of shear connected masonry veneer/(steel) stud systems (i.e. composite wall construction), see Fero Stud Shear™ Connector.

The fasteners connecting the Slotted Stud Tie to the side surfaces of the structural backing member resist loads in shear. This fastener orientation, and their inboard position within the wall system, provide a more desirable connection to the structural backing than surface-mounted tie systems which subject the fasteners to direct tension and generally higher moisture loads.

Although four (4) holes are provided to receive fasteners, generally, (a minimum of) two (2) screws per connector are sufficient to resist the imposed masonry veneer loads.