light gauge steel faqs
- What are the bracing requirements for curtainwall framing?
- Curtainwall framing is braced by the normal attachment of wall facing materials to both sides of the studs. However, the use of wall facing materials for bracing should be given consideration during construction. Normally, sheathing is applied to the exterior of the studs but the inside flanges are left unbraced until the interior is finished. Prior to the installation of interior board, high winds can cause stud damage due to the lack of interior bracing.
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. 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. The maximum spacing for mechanical bracing of curtainwall framing is six (6) feet on center.
- Curtainwall framing is braced by the normal attachment of wall facing materials to both sides of the studs. However, the use of wall facing materials for bracing should be given consideration during construction. Normally, sheathing is applied to the exterior of the studs but the inside flanges are left unbraced until the interior is finished. Prior to the installation of interior board, high winds can cause stud damage due to the lack of interior bracing.
- What are the bracing requirements for combined (axial and transverse) loaded studs?
- Wall framing with combined loading is subject to vertical loads during construction and prior to being fully braced by the wall facing materials. To insure the framing is adequately braced during construction, mechanical bracing is required to be installed concurrently with the framing. Mechanical bracing can be either steel strapping, run horizontally through the stud punchouts and attached to each stud web. The maximum spacing for mechanical bracing of steel framing with combined loading is four (4) feet on center.
- Wall framing with combined loading is subject to vertical loads during construction and prior to being fully braced by the wall facing materials. To insure the framing is adequately braced during construction, mechanical bracing is required to be installed concurrently with the framing. Mechanical bracing can be either steel strapping, run horizontally through the stud punchouts and attached to each stud web. The maximum spacing for mechanical bracing of steel framing with combined loading is four (4) feet on center.
- What are the bracing requirements for floor joists?
- The top flange of floor joists shall be laterally braced by the application of floor fastened to the joists. The diaphragm effect of the floor must be judged to be structurally adequate for the lateral bracing of the top flange. In addition, joist bridging should start and end with two (2) spaces of solid bridging. Between the start and end spaces, a repetitive pattern of five (5) spaces of strapping, on the laterally unbraced flange, followed by one space of solid bridging can be used. Joist bridging should be placed as follows:
Span Bridging Required
< 14 ft one row at mid-point
14 to 20 ft two rows at third points
over 20 ft one row every 6 ft
- The top flange of floor joists shall be laterally braced by the application of floor fastened to the joists. The diaphragm effect of the floor must be judged to be structurally adequate for the lateral bracing of the top flange. In addition, joist bridging should start and end with two (2) spaces of solid bridging. Between the start and end spaces, a repetitive pattern of five (5) spaces of strapping, on the laterally unbraced flange, followed by one space of solid bridging can be used. Joist bridging should be placed as follows:
- What fire/sound rating can be achieved while providing light gauge steel framing (LGSF) in wall, floor or ceiling assemblies?
- Since the steel stud or floor joist is one part of a wall or floor/ceiling system, actual wall and floor assemblies are tested for its fire resistance while maintaining its structural integrity by various approved testing agencies throughout the country. Reference the ClarkWestern CD-ROM or web site for LGSEA technical note 420 for more definitive information. In addition, this final information (for both fire and sound ratings) is also reported and summarized in the Gypsum Association's Fire Resistance Design Manual. The Gypsum Association can be contacted at (202) 289-5440 for a copy of their document.
- Since the steel stud or floor joist is one part of a wall or floor/ceiling system, actual wall and floor assemblies are tested for its fire resistance while maintaining its structural integrity by various approved testing agencies throughout the country. Reference the ClarkWestern CD-ROM or web site for LGSEA technical note 420 for more definitive information. In addition, this final information (for both fire and sound ratings) is also reported and summarized in the Gypsum Association's Fire Resistance Design Manual. The Gypsum Association can be contacted at (202) 289-5440 for a copy of their document.
- In an engineering sense, when is 50ksi material required in lieu of 33ksi material?
- The 33ksi or 50ksi refers to the "grade of steel" or its yield point.This is a material property for strength, not for stiffness or resistance to deflection. Generally speaking, 50ksi material tends to be more likely required in high load applications (heavy floors, heavily loaded load bearing studs, load bearing headers). 50ksi is rarely required in curtainwall applications.
- The 33ksi or 50ksi refers to the "grade of steel" or its yield point.This is a material property for strength, not for stiffness or resistance to deflection. Generally speaking, 50ksi material tends to be more likely required in high load applications (heavy floors, heavily loaded load bearing studs, load bearing headers). 50ksi is rarely required in curtainwall applications.
- What allowable deflection should be specified for curtainwall applications?
- The main purpose of specifying an allowable stud deflection for curtainwall framing is actually for determining what is an acceptable deflection for the wall facing materials. A metal stud is ductile and therefore can perform at a wide range of deflections. Wall facing materials tend to be more brittle and thus have a more stringent maximum allowable deflection. The project architect or project specifications should note what the allowable deflection is for a given wall facing material.
- The main purpose of specifying an allowable stud deflection for curtainwall framing is actually for determining what is an acceptable deflection for the wall facing materials. A metal stud is ductile and therefore can perform at a wide range of deflections. Wall facing materials tend to be more brittle and thus have a more stringent maximum allowable deflection. The project architect or project specifications should note what the allowable deflection is for a given wall facing material.
- What floor live load should I use for a joist application?
- The nation's model building Codes, BOCA, SBC and UBC all have minimum required floor live loads (PSF). The 3 Codes, for example, use a 40 PSF floor LL for residential, 50 PSF floor live load for offices and a 125 PSF floor live load for light storage. A copy of the UBC floor live load table 16-A is provided on the ClarkWestern's CD-ROM and web site for your use. Since these are minimum required loads, higher loads may be required for a specific project.
- The nation's model building Codes, BOCA, SBC and UBC all have minimum required floor live loads (PSF). The 3 Codes, for example, use a 40 PSF floor LL for residential, 50 PSF floor live load for offices and a 125 PSF floor live load for light storage. A copy of the UBC floor live load table 16-A is provided on the ClarkWestern's CD-ROM and web site for your use. Since these are minimum required loads, higher loads may be required for a specific project.
- An interior curtainwall framing application needs to be sized and gauged. Is there really any load on interior curtainwall walls?
- The nation's model building Codes, BOCA, SBC and UBC all have minimum required floor live loads (PSF). The 3 Codes, for example, use a 40 PSF floor LL for residential, 50 PSF floor live load for offices and a 125 PSF floor live load for light storage. A copy of the UBC floor live load table 16-A is provided on the ClarkWestern's CD-ROM and web site for your use. Since these are minimum required loads, higher loads may be required for a specific project.
- The nation's model building Codes, BOCA, SBC and UBC all have minimum required floor live loads (PSF). The 3 Codes, for example, use a 40 PSF floor LL for residential, 50 PSF floor live load for offices and a 125 PSF floor live load for light storage. A copy of the UBC floor live load table 16-A is provided on the ClarkWestern's CD-ROM and web site for your use. Since these are minimum required loads, higher loads may be required for a specific project.
- Stamped shop drawings are required for the project. How much time is required to get a full engineering package with a state stamp?
- Lead times for engineering consultants typically range from 2-6 weeks. In addition, after the engineering consultant receives that contract documents (architectural drawings, structural drawings and owner's specification), a proposal or contract (which includes cost and schedule) is prepared by the engineer. The proposal also requires a signature from the customer in order to formally begin the work, this can take a few days. Using 4 weeks as an average backlog, it is best for the customer to allow for 5 weeks of preparation for a final stamped engineering package. Contact ClarkWestern for obtaining stamped engineering packages.
- Lead times for engineering consultants typically range from 2-6 weeks. In addition, after the engineering consultant receives that contract documents (architectural drawings, structural drawings and owner's specification), a proposal or contract (which includes cost and schedule) is prepared by the engineer. The proposal also requires a signature from the customer in order to formally begin the work, this can take a few days. Using 4 weeks as an average backlog, it is best for the customer to allow for 5 weeks of preparation for a final stamped engineering package. Contact ClarkWestern for obtaining stamped engineering packages.
- I am interested in getting involved with the use of light gauge steel framing in residential applications. How do I get started?
- There are 3 important things to do initially:
- Order the ClarkWestern catalog, CD-ROM and visit our web site,www.clarkwestern.com.
- Order the Residential Steel Framing Manual by calling 1-800-79-STEEL.
- Visit the web site: www.steelframingalliance.com on a regular basis to see what resources are available through the North American Steel Framing Alliance (NAFSA).
- There are 3 important things to do initially:
- What determines whether or not punched versus unpunched webs should be provided?
- Wall framing members need punched webs to accomodate plumbing and electrical lines. However, heavier loaded members such as floor joists and headers are not as likely as wall framing members to require punched webs and; therefore, may conservatively be ordered with unpunched webs. When a heavily loaded framing member has a web punch located at or near a bearing support, it is advised to bring this condition to the attention of the project engineer in order for him/her to check the web's strength at this location.
- I am building a steel joist/load bearing wall system. Do the joists need to be in line with the load bearing studs below?
- The short answer is YES. Typically, the top track will not have sufficient bending strength to allow offset joists. However, if the joists will be offset from the load bearing studs below, a structurally adequate distribution member needs to be provided between the joists above and the load bearing studs below. It is advised to have the project engineer specify the distribution member system.
- The short answer is YES. Typically, the top track will not have sufficient bending strength to allow offset joists. However, if the joists will be offset from the load bearing studs below, a structurally adequate distribution member needs to be provided between the joists above and the load bearing studs below. It is advised to have the project engineer specify the distribution member system.
- Are screw connections required by the industry instead of welded connections?
- The AISI Specification for the Design of Cold-Formed Steel Structural Members (1996) includes design guidelines for BOTH screw and welded connections. In other words, both methods, generally speaking, are equally acceptable. What usually determines screw versus welded connections are project specific conditions or the contractor's preference for means of fastening.
- The AISI Specification for the Design of Cold-Formed Steel Structural Members (1996) includes design guidelines for BOTH screw and welded connections. In other words, both methods, generally speaking, are equally acceptable. What usually determines screw versus welded connections are project specific conditions or the contractor's preference for means of fastening.
- What are the basic functions of the AISI and ASTM organizations and standards as they apply to the light gauge steel framing (LGSF) industry?
- The American Iron and Steel Institute (AISI) publishes the Specification for the Design of Cold-Formed Steel Structural Members. This Specification provides engineers and software developers the various formula for the load carrying capacity of light gauge steel framing (LGSEA) members. The American Society for Testing and Materials (ASTM) provides the minimum and consistent requirements for the material properties used in LGSF. In addition, ASTM provides basic guidelines or requirements for the installation of LGSF members.
- The American Iron and Steel Institute (AISI) publishes the Specification for the Design of Cold-Formed Steel Structural Members. This Specification provides engineers and software developers the various formula for the load carrying capacity of light gauge steel framing (LGSEA) members. The American Society for Testing and Materials (ASTM) provides the minimum and consistent requirements for the material properties used in LGSF. In addition, ASTM provides basic guidelines or requirements for the installation of LGSF members.
- What protective coatings are acceptable for light gauge steel framing in the United States?
- ASTM A 1003 table 1 includes the universe of acceptable protective coatings permitted for light gauge steel framing members.
- ASTM A 1003 table 1 includes the universe of acceptable protective coatings permitted for light gauge steel framing members.
- Is it required that stud and track framing members be marked?
- Yes, the webs are to be marked at 48" o.c. spacing. ASTM C-645 section 14 identifies the requirements for drywall framing members. Likewise, ASTM C 955 section 12 identifies the requirements for structural framing members.
- Yes, the webs are to be marked at 48" o.c. spacing. ASTM C-645 section 14 identifies the requirements for drywall framing members. Likewise, ASTM C 955 section 12 identifies the requirements for structural framing members.
- I am an architect writing my own master specification. Any advice for how to determine what potential stud manufacturers are acceptable?
- It is strongly recommended to only include SSMA [Steel Stud Manufacturers Association] member companies especially since they are compelled to follow any applicable product or industry requirements determined to be mandatory by SSMA. In addition, ClarkWestern, an SSMA member company, is also an active participant with other very important industry organizations such as ASTM and AISI.
- It is strongly recommended to only include SSMA [Steel Stud Manufacturers Association] member companies especially since they are compelled to follow any applicable product or industry requirements determined to be mandatory by SSMA. In addition, ClarkWestern, an SSMA member company, is also an active participant with other very important industry organizations such as ASTM and AISI.
- I am interested in getting involved with the use of light gauge steel framing in residential applications. How do I get started?
- There are 3 important things to do initially:
- Order the Clark catalog, CD-ROM and visit our web site, www.clarkwestern.com.
- Order the Residential Steel Framing Manual by calling 1-800-79-STEEL.
- Visit the web site: www.steelframingalliance.com on a regular basis to see what resources are available through the North American Steel Framing Alliance (NAFSA).
- Visit the web site, www.nahbrc.org for the National Association of Home Builders Research Center.
- There are 3 important things to do initially:
Copyright© 2008 ClarkWestern Building Systems. All Rights Reserved.
