Metal Stud Framing Horizontal Bracing

Solid blocking is placed at each end of the wall adjacent to wall openings and 8 o c.

Metal stud framing horizontal bracing.

Equally important are height of the wall the frame spacing and the maximum span of the surfacing material. Lateral bracing is an important design consideration for both non structural and structural applications of walls and partitions framed with cold formed steel framing. Steel strapping installed horizontally on the interior flanges at a maximum of six 6 feet on center in conjunction with the sheathing will brace and protect the stud framing during construction. Design requirements for other materials used in combination with steel framing including the use of concrete floors heavy steel support beams etc.

Prior to the installation of interior board high winds can cause stud damage due to the lack of interior bracing. In the case of steel framing the cross sectional shape of the frame member size and the thickness and grade of steel must be considered. Selection of steel stud size is usually derived from limiting height tables based on. However the angle of the bracing stud and the size of the bracket often limits the number of screws that can be applied to the joint thus greatly limiting the effective strength of the connection.

Without bracing the framing members may twist buckle and fail under far less than specified applied load. The maximum spacing for mechanical bracing of curtainwall framing is six 6 feet on center. Without proper consideration of bracing excessive buckling or even failure could occur. Horizontal strap lateral bracing for wall studs.

The steeler technical design catalog is a collection of typical designs for steel framing and connections to help guide with your design process. Lateral bracing consists of a field cut stud or track for solid blocking and steel strap bracing on both flanges of the studs. Bracing is required to resist buckling due to axial or out of plane lateral loads or a combination. If mechanical bracing is required it can be either steel strapping run horizontally on both sides of the studs and attached to each flange or cold rolled channel run horizontally through the stud punchouts and attached to each stud web.

Or open link in same page part 3 4 4 for structural steel members. The calalog should only be used as a guide. W17 stud bracing with cold rolled channel w18 stud bracing with sheathing w19 stud bracing with strapping and sheathing.