The Steel Network, Inc.

The Steel Networks, Inc.

Michael Booth

Gary Bennett

Edward R diGirolamo

Michael L Torres

Nabil Abdel-Rahman

Thomas Trestain

Teoman Pekoz

A series of spaced-apart light gauge cold formed steel studs underlie an elongated light gauge cold formed steel channel or box. A series of joist supports are connected to the channel and a series of joists, formed of a light gauge cold formed steel, are connected to the joist supports and extend outwardly from the box. Decking is supported on the joist. Concrete is poured into the channel to form a reinforced header or beam, and concrete is also poured onto the decking to form a concrete floor. Together, the concrete floor and header form a monolithic concrete structure that enables the joist to be misaligned with studs.

Concrete and light gauge cold formed steel building structure with beam and floor extending over a load bearing stud wall and method of forming

A corner drift connector for preventing damage to exterior walls of buildings during wind, earthquake, or other building-deforming events is described. The corner drift connector is slidably attached to each of two angled walls which form a corner of a building. Slots in flanges of the corner drift connector facilitate utilizing connectors to attach the corner drift connector to the walls while allowing relative motion between the walls and the connector. A cover placed outside the corner drift connector conceals the connector and its intersections with the walls.

Corner wall structure to prevent corner damage

A connector assembly for a building structure is provided. The connector assembly includes an elongated track that is mounted to a first member of a building frame structure. A connecting member is connected to the elongated track and retained within a pair of opposed channels that form a part of the track. Connected to the connecting member is a second member of the building frame structure. Formed in the connecting member is at least one elongated slot that permits the connecting member to be connected to the second member and for there to be relative movement between the connecting member and the second member. Further, the connecting member is slidable back and forth within the elongated track. Thus, it is appreciated that bidirectional movement between the first and second members can be accommodated by the connecting member sliding back and forth along the track on one hand and by there being relative movement about the connection between the connecting member and the second member.

Connector assembly for allowing relative movement between two building members

A connector for interconnecting two building members together. The connector, in one embodiment, includes first and second plates secured together. Each plate includes one or more elongated slots wherein the elongated slots of one plate are oriented at an angle of approximately 90&#xb0; with respect to the slots formed in the other plate. Fasteners extend through the slots in the plates and connect the plates of the connector to two building members such as a horizontal building member and a vertical building member. Once connected, one of the building members is free to move with respect to the other building member while the connector is connected to the two building members. In another embodiment, the connector is slidable within a track. In this embodiment, a portion of the connector extends from the track and connects to one of the building members while the track connects to the other one of the building members.

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Raleigh, NC, United States of America

Michael Booth