Load Bearing Capacity Of Steel Studs

It eliminates box beam headers stud to track nesting built up members for posts and jambs and has superior axial strength for load bearing projects.

Load bearing capacity of steel studs.

Although multiple factors do come into play related to the load weight limit for metal studs as the length of studs increase the less weight they support. 1 wind bearing studs 1 wall studs subjected to lateral loads no axial loads other than self weight and the weight of applied finishes 2 steel bridging 3 top and bottom track 4 head sill and jamb members for wall openings. Sigmastud s unique configuration provides installation and design advantages which create efficiencies no other light steel framing lsf load bearing wall stud can provide. Components in a load bearing steel stud wall a load bearing stud wall figs.

An 8 foot 3 1 2 inch metal stud for instance may support over 2 000 pounds while a 16 foot stud of the same width will support as little as 400 pounds. Only the unsheathed axial load bearing studs are affected by this interaction and then only when axial load stresses are small relative to wind load stresses. Tsn s optimized stiffwall shear wall system used together with sigmastud s increased load capacity will allow you to build taller lighter faster and stronger. The steel network provides solutions for all standard light steel framing applications including load bearing mid rise construction systems.

C studs used in the construction of a. Stiffwall uses rd the screws of other steel framed shear walls and the strap. Distri bution headers shear walls and miscellaneous hot rolled steel shapes may also be incorporated into the wall system. Lightweight steel framing includes wind bearing studs axial load bearing studs floor joists and roof joists.

1a 1b generally consists of the c studs and track framed openings including header and jambs. Hds allowable limiting heights contact clarkdietrich technical services at 888 437 3244 for any questions on the design systems above. The lip lengths for joists with 2 5 and 3 flange widths have been reduced from 0 75 to 0 625.