US20030163970A1 - Light gauge steel web-stud member - Google Patents

Light gauge steel web-stud member Download PDF

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Publication number
US20030163970A1
US20030163970A1 US09/683,225 US68322501A US2003163970A1 US 20030163970 A1 US20030163970 A1 US 20030163970A1 US 68322501 A US68322501 A US 68322501A US 2003163970 A1 US2003163970 A1 US 2003163970A1
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US
United States
Prior art keywords
web
stud member
channel
stud
steel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Abandoned
Application number
US09/683,225
Inventor
Dean Moore
David Philipsen
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Individual
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to US09/683,225 priority Critical patent/US20030163970A1/en
Publication of US20030163970A1 publication Critical patent/US20030163970A1/en
Abandoned legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/30Columns; Pillars; Struts
    • E04C3/32Columns; Pillars; Struts of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/76Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
    • E04B2/78Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
    • E04B2/7854Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile
    • E04B2/789Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile of substantially U- or C- section
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0434Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the open cross-section free of enclosed cavities

Definitions

  • Light Gauge Cold-Formed Steel Studs are presently in wide use within the world as a replacement to wood studs used in the construction of walls, for both load bearing and non-load bearing applications.
  • Light Gauge Steel Studs are resistant to insects, like termites, and will not decay under environmental adversity, like water damage, if properly coated with G90 or other standard galvanized coatings. They also have a more predictable strength characteristic than wood studs. With the simple cold-formed configuration of standard C-channel stud, where the cross-section is uniform throughout its length, problems can arise if large axial loads are placed on the stud.
  • FIG. 1 General Web-Stud Member as a 3-D extruded section.
  • FIG. 2 General profile(cross-section) of the Web-Stud Member.
  • FIG. 3 Comparison of Fully Braced Compression Strength of the Web-Stud Member and the Industry Standard C-Channel Stud. This analysis was calculated using the LRFD Analysis Method and the CFSLT Version 3.52 Software developed by RSG Software, Inc. This program is a general purpose cold-formed steel component design tool that performs calculations in accordance with the AISI Cold-Formed Steel Specification, 1996 edition—Supplement 1 and the ASCE Cold-Formed Stainless Steel Specification, 1990 edition. The plot was created with Mathcad 5.0 software.
  • the Light Gauge Steel Web-Stud Member is related to the current use of steel studs for residential and light commercial construction. This type of material is more resistant to termites and other pests and has more consistent structural properties than wood.
  • the Web-Stud Member is manufactured by a cold-forming process to insure the proper structural profile(FIG. 2).
  • the physical structure of the member is shown in FIG. 1 and FIG. 2, and is as follows: The top surface (FIG. 1- 1 ) is cold-formed at 90 degrees (FIG. 1- 2 ) to the lateral surface (FIG. 1- 3 ), which is the edge of the web member (FIG. 2-A).
  • the bottom surface of the member (FIG. 1- 4 ) is cold-formed at 90 degrees to the edge surface (FIG. 1- 3 ).
  • the interior web surface of the web member (FIG. 1- 5 ) is cold-formed at an angle (FIG. 2-D) that insures the proper overall width of the web member (FIG. 2-B).
  • the top surface of the member (FIG. 1- 6 ) is cold-formed at an angle (FIG. 2-E) that insures the proper overall width of the member (FIG. 2-B).
  • These cold-formed angles (FIG. 2-D & E) are critical to the overall member's width (FIG. 2-B) and have to be tightly controlled during the cold-forming process.
  • the remaining structure is a mirror image, referenced at the center of the web member, as described above.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

A light gauge steel stud with a web shaped cross-sectional profile. This profile gives the stud the ability to withstand higher axial loads than current industry standard C-channel designs. The web shaped profile also exhibits higher resistance to buckling than current industry standards.

Description

    BACKGROUND OF INVENTION
  • Light Gauge Cold-Formed Steel Studs are presently in wide use within the world as a replacement to wood studs used in the construction of walls, for both load bearing and non-load bearing applications. Light Gauge Steel Studs are resistant to insects, like termites, and will not decay under environmental adversity, like water damage, if properly coated with G90 or other standard galvanized coatings. They also have a more predictable strength characteristic than wood studs. With the simple cold-formed configuration of standard C-channel stud, where the cross-section is uniform throughout its length, problems can arise if large axial loads are placed on the stud. The resulting compressive load, if the base of the stud is attached to a concrete floor or other incompressible surface, can result in lateral buckling in intermediate locations. The Web-Stud Member reduces this buckling factor due to it's web profile and the ability to withstand higher axial loads than current standard C-channel steel studs using the same gauge of steel. [0001]
    [Survey of the Prior Art has yielded the following U.S. patents]
    U.S. Pat. No. 559,335 Issued on Apr. 28, 1896 to Kindl
    U.S. Pat. No. 3,243,930 Issued on Apr. 5, 1966 to Sowinski
    U.S. Pat. No. 4,018,020 Issued on Apr. 19, 1977 to Sauer
    U.S. Pat. No. 4,619,098 Issued on Oct. 28, 1986 to Taylor
    U.S. Pat. No. 5,157,883 Issued on Oct. 27, 1992 to Meyer
    U.S. Pat. No. 5,440,848 Issued on Aug. 15, 1995 to Deffet
    U.S. Pat. No. 5,927,041 Issued on Jul. 27, 1999 to Sedlmeier
  • Other references discovered during the survey of the prior art have yielded the two large companies, that manufacture C-channel light gauge steel studs, and two nonprofit organizations that support the industry. All of the listed CD-ROMs and internet web sites where used in the survey. [0002]
    [Additional References to Prior Art]
    Unimast Incorporated; www.unimast.com
    4825 Scott Street, Suite
    300; Schiller Park, IL
    60176
    Dietrich Industries, Inc.; www.dietrichindustries.com
    500 Grant Street, Suite
    2226; Pittsburg, PA 15219
    North American Steel www.steelframingalliance.com, Steel
    Framing Alliance; 1726 M Framing Resourses CD-ROM, Low-Rise
    Street NW, Suite 601; Residential Construction Details CD-ROM
    Washington, DC 20036-
    4523
    Light Gauge Steel www.lgsea.com
    Engineering Association;
    1726 M Street NW, Suite
    601; Washington, DC
    20036-4523
  • BRIEF DESCRIPTION OF DRAWINGS
  • FIG. 1: General Web-Stud Member as a 3-D extruded section. [0003]
  • FIG. 2: General profile(cross-section) of the Web-Stud Member. [0004]
  • FIG. 3: Comparison of Fully Braced Compression Strength of the Web-Stud Member and the Industry Standard C-Channel Stud. This analysis was calculated using the LRFD Analysis Method and the CFSLT Version 3.52 Software developed by RSG Software, Inc. This program is a general purpose cold-formed steel component design tool that performs calculations in accordance with the AISI Cold-Formed Steel Specification, 1996 edition—Supplement 1 and the ASCE Cold-Formed Stainless Steel Specification, 1990 edition. The plot was created with Mathcad 5.0 software.[0005]
  • DETAILED DESCRIPTION
  • The Light Gauge Steel Web-Stud Member is related to the current use of steel studs for residential and light commercial construction. This type of material is more resistant to termites and other pests and has more consistent structural properties than wood. The Web-Stud Member is manufactured by a cold-forming process to insure the proper structural profile(FIG. 2). The physical structure of the member is shown in FIG. 1 and FIG. 2, and is as follows: The top surface (FIG. 1-[0006] 1) is cold-formed at 90 degrees (FIG. 1-2) to the lateral surface (FIG. 1-3), which is the edge of the web member (FIG. 2-A). The bottom surface of the member (FIG. 1-4) is cold-formed at 90 degrees to the edge surface (FIG. 1-3). The interior web surface of the web member (FIG. 1-5) is cold-formed at an angle (FIG. 2-D) that insures the proper overall width of the web member (FIG. 2-B). The top surface of the member (FIG. 1-6) is cold-formed at an angle (FIG. 2-E) that insures the proper overall width of the member (FIG. 2-B). These cold-formed angles (FIG. 2-D & E) are critical to the overall member's width (FIG. 2-B) and have to be tightly controlled during the cold-forming process. The remaining structure is a mirror image, referenced at the center of the web member, as described above.

Claims (5)

1. The web-stud member will support higher vertical axial loads, using the same gauge of steel (FIG. 3), than the current state of the art c-channel light gauge steel studs because of it's web shaped profile (FIGS. 1 and 2).
2. The importance of claim 1, is that the Web-Stud Member can support the same or similar vertical axial loads by using only approximately 11% more steel at a lighter gauge. This is an improvement over the industry standard C-channel studs at the same or similar load requirements.
3. The ability to attach fasteners into both sides of the Web-Stud member increases the versatility over current state of the art C-channel stud.
4. The importance of claim 3, is the Web-Stud Member can be used in the construction of shear walls and used as support members in standard roof trusses by allowing fasteners to be attached on both sides of the U-channel mounting track used in shear wall and roof truss designs.
5. The physical dimensions C, F and G of the Web-Stud Member (FIG. 2) can be changed to increase or decrease the total width (FIG. 2-B). The physical dimension A and angles D and E can be change the depth (FIG. 2) of the web member. These change can be used to emulated the industry standard light gauge steel C-channel studs sizes, currently being used by the construction industry.
US09/683,225 2001-12-04 2001-12-04 Light gauge steel web-stud member Abandoned US20030163970A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US09/683,225 US20030163970A1 (en) 2001-12-04 2001-12-04 Light gauge steel web-stud member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US09/683,225 US20030163970A1 (en) 2001-12-04 2001-12-04 Light gauge steel web-stud member

Publications (1)

Publication Number Publication Date
US20030163970A1 true US20030163970A1 (en) 2003-09-04

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US09/683,225 Abandoned US20030163970A1 (en) 2001-12-04 2001-12-04 Light gauge steel web-stud member

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Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20040035065A1 (en) * 2002-08-21 2004-02-26 Leszek Orszulak Slotted M-track support
US20060096200A1 (en) * 2004-11-05 2006-05-11 Daudet Larry R Building construction components
US20060096201A1 (en) * 2004-11-05 2006-05-11 Daudet Larry R Building construction components
US20060096192A1 (en) * 2004-11-05 2006-05-11 Daudet Larry R Building construction components
US20060117689A1 (en) * 2004-11-23 2006-06-08 Shari Howard Apparatus, system and method of manufacture thereof for insulated structural panels comprising a combination of structural metal channels and rigid foam insulation
US20070175836A1 (en) * 2006-01-27 2007-08-02 Gerhard Bumeder Frame structure
US20080172978A1 (en) * 2007-01-20 2008-07-24 Michael Caruso Screen wall system
US20100251644A1 (en) * 2009-04-06 2010-10-07 Cgi Windows & Doors Window or door frame receptor buck and receptor buck system
KR101089315B1 (en) * 2006-12-13 2011-12-02 재단법인 포항산업과학연구원 Noise insulated steel stud structure for steel framed wall
CN104818785A (en) * 2015-05-05 2015-08-05 东南大学 Cold-formed steel combined wall with support and installation method
US10024059B2 (en) 2016-12-15 2018-07-17 Bs Concepts, Llc Amplified metal stud framing
US10184250B1 (en) 2003-10-21 2019-01-22 The Steel Network, Inc. Load bearing metal stud
US20220251822A1 (en) * 2021-01-15 2022-08-11 David John Simonsen Cantilevered and Decoupled Framing
USD1021151S1 (en) 2021-04-26 2024-04-02 Jaimes Industries, Inc. Framing member

Cited By (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20040035065A1 (en) * 2002-08-21 2004-02-26 Leszek Orszulak Slotted M-track support
US6748705B2 (en) * 2002-08-21 2004-06-15 Leszek Orszulak Slotted M-track support
US10184250B1 (en) 2003-10-21 2019-01-22 The Steel Network, Inc. Load bearing metal stud
US7739850B2 (en) 2004-11-05 2010-06-22 Dietrich Industries, Inc. Building construction components
US20060096192A1 (en) * 2004-11-05 2006-05-11 Daudet Larry R Building construction components
US20060096201A1 (en) * 2004-11-05 2006-05-11 Daudet Larry R Building construction components
US20060096200A1 (en) * 2004-11-05 2006-05-11 Daudet Larry R Building construction components
US20060117689A1 (en) * 2004-11-23 2006-06-08 Shari Howard Apparatus, system and method of manufacture thereof for insulated structural panels comprising a combination of structural metal channels and rigid foam insulation
US20070175836A1 (en) * 2006-01-27 2007-08-02 Gerhard Bumeder Frame structure
KR101089315B1 (en) * 2006-12-13 2011-12-02 재단법인 포항산업과학연구원 Noise insulated steel stud structure for steel framed wall
US20080172978A1 (en) * 2007-01-20 2008-07-24 Michael Caruso Screen wall system
US8302354B2 (en) * 2009-04-06 2012-11-06 Cgi Windows & Doors Window or door frame receptor buck and receptor buck system
US20100251644A1 (en) * 2009-04-06 2010-10-07 Cgi Windows & Doors Window or door frame receptor buck and receptor buck system
CN104818785A (en) * 2015-05-05 2015-08-05 东南大学 Cold-formed steel combined wall with support and installation method
CN104818785B (en) * 2015-05-05 2017-02-22 东南大学 Cold-formed steel combined wall with support and installation method
US10024059B2 (en) 2016-12-15 2018-07-17 Bs Concepts, Llc Amplified metal stud framing
US20220251822A1 (en) * 2021-01-15 2022-08-11 David John Simonsen Cantilevered and Decoupled Framing
US11965326B2 (en) * 2021-01-15 2024-04-23 David John Simonsen Cantilevered and decoupled framing
USD1021151S1 (en) 2021-04-26 2024-04-02 Jaimes Industries, Inc. Framing member

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