US2246215A - Structural unit - Google Patents

Structural unit Download PDF

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Publication number
US2246215A
US2246215A US216999A US21699938A US2246215A US 2246215 A US2246215 A US 2246215A US 216999 A US216999 A US 216999A US 21699938 A US21699938 A US 21699938A US 2246215 A US2246215 A US 2246215A
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United States
Prior art keywords
structural unit
chord
spaced apart
angles
leg extending
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.)
Expired - Lifetime
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US216999A
Inventor
Harry S Nagin
Strickland Leslie
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Reliance Steel Products Co
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Reliance Steel Products Co
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Filing date
Publication date
Application filed by Reliance Steel Products Co filed Critical Reliance Steel Products Co
Priority to US216999A priority Critical patent/US2246215A/en
Application granted granted Critical
Publication of US2246215A publication Critical patent/US2246215A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/065Light-weight girders, e.g. with precast parts

Definitions

  • the present invention relates in general to structural units and is particularly applicable to open or skeleton metal structural units such as beams, joists, girders and columns.
  • open or skeleton metal structural units such as beams, joists, girders and columns.
  • Such truss-like structures while light of weight, are strong, rigid and economical to fabricate and are well adapted for use instead of beams in carrying light loads such as in the case of joists in floors and the like; and may also be employed to advantage as a column, as a roof purlin, and as a reinforcement for concrete floors.
  • One of the objects of the invention is to provide a structural unit preferably of the trusslike type with a novel and simple connection between the upper and lower chords, whereby great strength and rigidity are obtained, together with high resistance to stresses.
  • Figure 1 is a side elevation of a portion of a joist constructed in accordance with our inventicn, and
  • Figure 2 is a View along the line IIII of Figure 1.
  • FIGs 1 and 2 there is shown a section of a metal joist which consists of a topchord 5t and a bottom chord II and a zigzag web rod or strut I2 connected at alternate bends to the spaced apart upper and lower chords.
  • the top chord I0 is formed from two angles placed back to back in spaced apart relation with the web rod l2 interposed between them.
  • the legs of each of the angles project outwardly and downwardly as shown in Figure 2.
  • the web rod or brace I2 is formed from a square bar set on edge and is secured tothe angles by electric resistance welding or by spot welding.
  • the bottom chord H is likewise formed from angles, the legs of each of which face upwards and outwards and are spaced apart so as to accommodate the web rod I2.
  • an upper chord comprising a pair of laterally spaced apart angle members having one leg extending vertically down wardly, the other leg extending outwardly, a lower chord spaced'from the upper chord, said lower chord comprising a pair of laterally spaced apart angle members having one leg extending vertically upwardly, the other leg extending outwardly, and a zigzag web member interposed between the chords and having portions thereof entered between each pair of the angle members forming each chord and electric resistance welded to the vertical legs, the zigzag member being formed from a square bar so that one diagonal of the cross-section of the bar is substantially constantly in the vertical plane passing through the longitudinal axis of the unit.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)

Description

June 17, 1941. H. s. NAGIN ET AL STRUCTURAL UN I T Filed July 1, 1958 INVENTOR5 Lm MMPN k n am 0 N W 5 5 n a 2 HL Patented June 17, 1941 STRUCTURAL UNIT Harry S. Nagin and Leslie Strickland, Pittsburgh,
Pa., assignors to Reliance Steel Products Company, Rankin, Pa., a corporation of Pennsyl- Vania Application July -1, 1938, Serial No. 216,999
1 Claim.
The present invention relates in general to structural units and is particularly applicable to open or skeleton metal structural units such as beams, joists, girders and columns. Such truss-like structures, while light of weight, are strong, rigid and economical to fabricate and are well adapted for use instead of beams in carrying light loads such as in the case of joists in floors and the like; and may also be employed to advantage as a column, as a roof purlin, and as a reinforcement for concrete floors.
One of the objects of the invention is to provide a structural unit preferably of the trusslike type with a novel and simple connection between the upper and lower chords, whereby great strength and rigidity are obtained, together with high resistance to stresses.
By means of our invention, we provide a composite structure which can be readily fabricated from standard shapes by electric welding. Such a structure is of maximum strength and minimum weight and is rigid.
In the accompanying drawing, there is shown for purposes of illustration only a preferred embodiment of our invention.
In the drawing:
Figure 1 is a side elevation of a portion of a joist constructed in accordance with our inventicn, and
Figure 2 is a View along the line IIII of Figure 1.
In Figures 1 and 2 there is shown a section of a metal joist which consists of a topchord 5t and a bottom chord II and a zigzag web rod or strut I2 connected at alternate bends to the spaced apart upper and lower chords. The top chord I0 is formed from two angles placed back to back in spaced apart relation with the web rod l2 interposed between them. The legs of each of the angles project outwardly and downwardly as shown in Figure 2. The web rod or brace I2 is formed from a square bar set on edge and is secured tothe angles by electric resistance welding or by spot welding. The bottom chord H is likewise formed from angles, the legs of each of which face upwards and outwards and are spaced apart so as to accommodate the web rod I2.
While we have illustrated and described a certain preferred embodiment of our invention, it will be understood that the invention is not limited thereto but that various changes in the shape, size, number, and arrangement of parts may be resorted towithout departing from the spirit of our invention or the scope of the following claim.
We claim:
In a structural unit, an upper chord.comprising a pair of laterally spaced apart angle members having one leg extending vertically down wardly, the other leg extending outwardly, a lower chord spaced'from the upper chord, said lower chord comprising a pair of laterally spaced apart angle members having one leg extending vertically upwardly, the other leg extending outwardly, and a zigzag web member interposed between the chords and having portions thereof entered between each pair of the angle members forming each chord and electric resistance welded to the vertical legs, the zigzag member being formed from a square bar so that one diagonal of the cross-section of the bar is substantially constantly in the vertical plane passing through the longitudinal axis of the unit.
HARRY S. NAGIN. LESLIE STRICKLAND.
US216999A 1938-07-01 1938-07-01 Structural unit Expired - Lifetime US2246215A (en)

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Cited By (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2864471A (en) * 1956-02-23 1958-12-16 Central Texas Iron Works Joist construction
US3131791A (en) * 1959-05-18 1964-05-05 Davisbilt Steel Joist Inc Metal joist
US3288977A (en) * 1963-11-18 1966-11-29 Keller Julius Georg Stefan Apparatus for making girders
US3336718A (en) * 1964-06-15 1967-08-22 Dominion Bridge Co Ltd Space decks
US3777426A (en) * 1972-06-26 1973-12-11 G Weiner Building
US3824796A (en) * 1972-11-03 1974-07-23 C Nasby Mobile dock structure
US4253210A (en) * 1979-09-10 1981-03-03 Andre Racicot Metal truss structure
GB2206620A (en) * 1987-07-06 1989-01-11 William James Hannah Open web steel joist
US4836436A (en) * 1987-08-17 1989-06-06 Gerald McDonald Method of manufacturing a fabricated open web steel joist
US6571527B1 (en) 2000-09-20 2003-06-03 Cooper Technologies Company Elongate structural member comprising a zigzag web and two chords wherein one chord comprises a channel with inwardly directed lips on the channel ends
US20050108978A1 (en) * 2003-11-25 2005-05-26 Best Joint Inc. Segmented cold formed joist
US20050247024A1 (en) * 2004-05-05 2005-11-10 Rick Bedell Modular building structure
US20100126097A1 (en) * 2008-11-21 2010-05-27 Powers Iii John Metal stud
US20110120051A1 (en) * 2003-10-28 2011-05-26 Best Joist Inc. Supporting system with bridging members
US20110219720A1 (en) * 2008-09-08 2011-09-15 Best Joists Inc. Adjustable floor to wall connectors for use with bottom chord and web bearing joists
US8407966B2 (en) 2003-10-28 2013-04-02 Ispan Systems Lp Cold-formed steel joist
US8726606B2 (en) 2006-05-18 2014-05-20 Paradigm Focus Product Development Inc. Light steel trusses and truss systems
US8943776B2 (en) 2012-09-28 2015-02-03 Ispan Systems Lp Composite steel joist
US9975577B2 (en) 2009-07-22 2018-05-22 Ispan Systems Lp Roll formed steel beam
US11459755B2 (en) 2019-07-16 2022-10-04 Invent To Build Inc. Concrete fillable steel joist

Cited By (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2864471A (en) * 1956-02-23 1958-12-16 Central Texas Iron Works Joist construction
US3131791A (en) * 1959-05-18 1964-05-05 Davisbilt Steel Joist Inc Metal joist
US3288977A (en) * 1963-11-18 1966-11-29 Keller Julius Georg Stefan Apparatus for making girders
US3336718A (en) * 1964-06-15 1967-08-22 Dominion Bridge Co Ltd Space decks
US3777426A (en) * 1972-06-26 1973-12-11 G Weiner Building
US3824796A (en) * 1972-11-03 1974-07-23 C Nasby Mobile dock structure
US4253210A (en) * 1979-09-10 1981-03-03 Andre Racicot Metal truss structure
GB2206620A (en) * 1987-07-06 1989-01-11 William James Hannah Open web steel joist
GB2206620B (en) * 1987-07-06 1991-12-04 William James Hannah Fabricated open web steel joist and manufacture thereof
US4836436A (en) * 1987-08-17 1989-06-06 Gerald McDonald Method of manufacturing a fabricated open web steel joist
US6571527B1 (en) 2000-09-20 2003-06-03 Cooper Technologies Company Elongate structural member comprising a zigzag web and two chords wherein one chord comprises a channel with inwardly directed lips on the channel ends
US20110120051A1 (en) * 2003-10-28 2011-05-26 Best Joist Inc. Supporting system with bridging members
US8407966B2 (en) 2003-10-28 2013-04-02 Ispan Systems Lp Cold-formed steel joist
US20050108978A1 (en) * 2003-11-25 2005-05-26 Best Joint Inc. Segmented cold formed joist
US20050247024A1 (en) * 2004-05-05 2005-11-10 Rick Bedell Modular building structure
US8726606B2 (en) 2006-05-18 2014-05-20 Paradigm Focus Product Development Inc. Light steel trusses and truss systems
US20110219720A1 (en) * 2008-09-08 2011-09-15 Best Joists Inc. Adjustable floor to wall connectors for use with bottom chord and web bearing joists
US8950151B2 (en) 2008-09-08 2015-02-10 Ispan Systems Lp Adjustable floor to wall connectors for use with bottom chord and web bearing joists
US20100126097A1 (en) * 2008-11-21 2010-05-27 Powers Iii John Metal stud
US8171696B2 (en) * 2008-11-21 2012-05-08 Powers Iii John Metal stud
US9975577B2 (en) 2009-07-22 2018-05-22 Ispan Systems Lp Roll formed steel beam
US8943776B2 (en) 2012-09-28 2015-02-03 Ispan Systems Lp Composite steel joist
US11459755B2 (en) 2019-07-16 2022-10-04 Invent To Build Inc. Concrete fillable steel joist

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