US2246215A - Structural unit - Google Patents
Structural unit Download PDFInfo
- 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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- US
- 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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-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/065—Light-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.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US216999A US2246215A (en) | 1938-07-01 | 1938-07-01 | Structural unit |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US216999A US2246215A (en) | 1938-07-01 | 1938-07-01 | Structural unit |
Publications (1)
Publication Number | Publication Date |
---|---|
US2246215A true US2246215A (en) | 1941-06-17 |
Family
ID=22809269
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US216999A Expired - Lifetime US2246215A (en) | 1938-07-01 | 1938-07-01 | Structural unit |
Country Status (1)
Country | Link |
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US (1) | US2246215A (en) |
Cited By (20)
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 |
-
1938
- 1938-07-01 US US216999A patent/US2246215A/en not_active Expired - Lifetime
Cited By (23)
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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