US2125690A - Box section beam - Google Patents
Box section beam Download PDFInfo
- Publication number
- US2125690A US2125690A US696298A US69629833A US2125690A US 2125690 A US2125690 A US 2125690A US 696298 A US696298 A US 696298A US 69629833 A US69629833 A US 69629833A US 2125690 A US2125690 A US 2125690A
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- United States
- Prior art keywords
- members
- section
- webs
- corrugations
- web
- 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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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
- E04C3/07—Joists; 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
- E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0426—Joists; 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
- E04C2003/043—Joists; 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 hollow cross-section comprising at least one enclosed cavity
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0452—H- or I-shaped
Definitions
- Our invention relates to beams, girders, columns and the like and particularly to devices .of this character to be constructed of sheet metal.
- the object of our invention is to decrease the quantity of metal and consequently, the weight and cost of a structure of the above-indicated character, to facilitate its manufacture and assembly, to especially adapt it to spot welding, to
- the invention relates to a box-section beam in which the webs are improved by constructing them of thin gauge sheetmetal and of corrugated contour, the chords are each locally or separately of box section, constituting sub-box sections of the box-section beam itself, edge flanges of novel character are provided on the chords and other improvements are eliected.
- FIG. 1 is a perspective view of a beam or girder constructed in accordance with my invention.
- I Fig. 2 is a sectional view, taken normal to a horizontal plane, through a portion of the structure of Fig. 1.
- Fig. 3 is a detail sectional view, similar to the top front portion of Fig. 1, of a modified form 01. the structure thereof, and
- Fig. 5 is a transverse section of a modification in which the web members are longitudinally corrugated.
- the webs are preferably constructed from thin-gauge stainless sheet steel, although not so limited, and of corrugated, ribbed or sinusoidal form having relatively sharply intersecting walls 8, 9 and ill, whereby to provide flat, relatively-great, surface areas for contact with the chords, and spaces between the walls 9 suflicient to receive welding tools.
- This shape is easy to provide, by a stamping or continuous rolling process, from simple, flat 0 sheets and constitutes a multiple, or series, truss 1 structure of substantially the same strength as a flat sheet of the same material and of greater weight. Where large beams, or several of them, are to be employed in the same structure, it is 5 readily seen that the aggregate saving is very great.
- chords comprise inner plates, of substantially channel-section, having flat sides I! abutting the walls 8 of the webs, whereby they may be spot welded thereto, as indicated at,
- FIG. 4 is a view, similar to Fig. 2, showing aconstitute strengthening extensions 22 which also facilitate welding in vertical planes or at right angles to the main flange portions
- the inner and outer plates of the chords render the latter of box-section of sumcient distance between all of its inner syrfaces to accommodate constructing tools, such as spot-welding tongs.
- the structure is the same as those above described, except that the walls 8 are of greaterarea and the walls 9 are sloped together at sharper angles 1 to substantially eliminate the walls it of the devices of the other figures, or, at least, to reduce them to short sections M of rounded or other contour.
- Fig. 5 The modification shown in Fig. 5 is similar to that of Figs. 1 and 2 except that the webs are longitudinally corrugated, and reinforced by vertical struts 2d of outwardly facing channel section, secured by spot welds 25 to the outwardly projecting ribs of the web and to the side margins 26 to which the chord is secured.
- the composite multi-plate chords are preferably of relatively thin-gauge sheet-metal but, by reason of the box sections and extended surface areas thereof, they conduct to a great reduction in weight, in consideration of necessary strength, and facilitate welding to a high degree.
- the structure is of extremely easy fabrication, is neat and compact, is easy to transport, is proof against thermal expansion and other weather effects and has other advantages over beam structures heretofore suggested.
- a beam comprlsingx a pair of bodily spaced corrugated websfichord member between said webs having a pair of side chord elements extending along the webs and beyond the edges of the webs, and a bridging chord member of flanged channel section fltted between the side chord elements across the edges of the webs with its flanges over-lapping the side chord elements, the
- a light weight sheet metal beam comprising web members spaced apart throughout their bodies and corrugated throughout their length by corrugations of a cross section, small as compared with the transverse width between the outer web faces, through-running channel cross section members substantially coextensive with said web members having side faces connected to the bottoms of the corrugations of the web members, and having outwardly extending flanges lying substantially in the plane of the ends of the web corrugations and through-running chord members having outwardly projecting margins overlapping and secured to the outwardly extending flanges of said through-running channel cross section members and having shoulders spacing said web members apart, and means extending from the web members and secured to the web members transversely of the corrugations to stabilize said corrugations.
- a light weight sheet metal beam comprising web members spaced apart throughout their I bodies and corrugated throughout their lengths,
- through-running channel cross section members having side faces secured to the bottoms of the web corrugations and having outwardly projecting margins
- through-running chord members nested within the first mentioned throughrunning members and having outwardly projecting margins overlapping and secured to the outwardly projecting flanges of the through-running channel cross section members and spacing said web members apart, the width of the overlap between the channel cross section members and the chord members being substantially greater than the depth of the corrugations of the webs.
- a beam comprising a pair of bodily spaced shallow transversely corrugated sheet metal webs
- chord member lying along the inner face and near the edge of each web and provided with outwardly extending flanges and a bridging chord member of flanged channel section fitted between the webs and overlying the ends of the corrugations and overlapping and secured to the outwardly extending flanges of the first mentioned chord member, and spacing said corrugated webs apart, the depth of the corrugations of the webs being substantially less than the width of said lap joint.
- a light weight sheet metal beam comprising web members spaced apart throughout their bodies and transversely corrugated throughout their lengths by corrugations of a cross-section, small as compared with the transverse width between the outer web faces, through-running channel cross section members having side faces.
- a light weight sheet metal beam comprising web members spaced apart throughout their bodies and transversely corrugated throughout their lengths, through-running channel crosssection members having side faces connected to the bottoms of the corrugations of the web members and outwardly extending flanges, and through-running chord members having outwardly projecting margins overlapping and secured to the outwardly extending flanges of the through-running channel cross-section members and spacing said webs apart, the overlap between the channel cross-section members and chord. members being substantially greater than the depth of the corrugations of the webs.
- a light weight sheet metal beam comprising web members spaced apart throughout their bodies and longitudinally corrugated throughout their lengths by corrugations of a cross-section, small as compared with the transverse width between the outer web faces, through-running channel cross-section members having side faces connected to the bottoms of the corrugations of the web members and outwardly extending flanges lying substantially in the plane of the edges of the web corrugations, and through-running chord members having outwardly projecting margins overlapping and secured to the outwardly extending flanges of said through-running channel cross section members and spacing said web members apart, the overlap being of a width substantially greater than the depth of said corrugations, andan angular member having a face secured to the web corrugations and another face transverse of said corrugations, said angular member being secured adjacent its ends to the through-running channel cross-section members.
- a beam comprising a pair of bodily spaced longitudinally corrugated webs, a chord member between said webs having a pair of side chord elements extending along the webs and beyond the edges of the webs and a bridging chord member of flanged channel section fitted between the side chord elements across the edges of the webs with its flanges overlapping the side chord elements, the channel section of the bridging chord member spacing the webs apart through engagement of the side walls of the channel cross-section with the side chord elements.
- a beam comprising a pair of bodily spaced longitudinally corrugatedwebs, a chord member between said webs having a pair of side chord elements extending along the webs and beyond the edges of the webs and a bridging chord member of flanged channel section fitted between the
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Description
Aug. 2, 1938. E. .1. w. RAGSDALE ET AL 0 BOX SECTION BEAM Filed Nov. 2, 1933 INVENTOR. EARL 1W- RAQSDALE BY ALBERT C1, DEAN.
ATTORNEY.
Patented Aug. 2, 1938 NITED STATES BOX SECTION BEAM Earl J. W. Ragsdale, Norristown,
Dean, Nan-berth, Pa., Budd Manufacturing and Albert G. assignors to Edward G. 00., Philadelphia, Pa., a
corporation or Pennsylvani Application November'z, 1933, Serial No. 696,298
9 Claims.
Our invention relates to beams, girders, columns and the like and particularly to devices .of this character to be constructed of sheet metal.
The object of our invention is to decrease the quantity of metal and consequently, the weight and cost of a structure of the above-indicated character, to facilitate its manufacture and assembly, to especially adapt it to spot welding, to
sideration of the amount and kind of material employed, to render it more effective in operation and to have it better cooperate with appurtenant parts, to have it simple and durable in construction, and to render it an improvement generally in its particular service.
More specifically, the invention relates to a box-section beam in which the webs are improved by constructing them of thin gauge sheetmetal and of corrugated contour, the chords are each locally or separately of box section, constituting sub-box sections of the box-section beam itself, edge flanges of novel character are provided on the chords and other improvements are eliected.
Figure '1, of the accompanying drawing, is a perspective view of a beam or girder constructed in accordance with my invention.
I Fig. 2 is a sectional view, taken normal to a horizontal plane, through a portion of the structure of Fig. 1.
Fig. 3 is a detail sectional view, similar to the top front portion of Fig. 1, of a modified form 01. the structure thereof, and
modified form of corrugated web structure.
Fig. 5 is a transverse section of a modification in which the web members are longitudinally corrugated.
: Referring to Figs. 1 and 2, the webs are preferably constructed from thin-gauge stainless sheet steel, although not so limited, and of corrugated, ribbed or sinusoidal form having relatively sharply intersecting walls 8, 9 and ill, whereby to provide flat, relatively-great, surface areas for contact with the chords, and spaces between the walls 9 suflicient to receive welding tools.
This shape is easy to provide, by a stamping or continuous rolling process, from simple, flat 0 sheets and constitutes a multiple, or series, truss 1 structure of substantially the same strength as a flat sheet of the same material and of greater weight. Where large beams, or several of them, are to be employed in the same structure, it is 5 readily seen that the aggregate saving is very great. I
The chords comprise inner plates, of substantially channel-section, having flat sides I! abutting the walls 8 of the webs, whereby they may be spot welded thereto, as indicated at,
give it substantially maximum strength in con- Fig. 4 isa view, similar to Fig. 2, showing aconstitute strengthening extensions 22 which also facilitate welding in vertical planes or at right angles to the main flange portions The inner and outer plates of the chords render the latter of box-section of sumcient distance between all of its inner syrfaces to accommodate constructing tools, such as spot-welding tongs. In the form of our invention shown in Fig. 4. the structure is the same as those above described, except that the walls 8 are of greaterarea and the walls 9 are sloped together at sharper angles 1 to substantially eliminate the walls it of the devices of the other figures, or, at least, to reduce them to short sections M of rounded or other contour.
The modification shown in Fig. 5 is similar to that of Figs. 1 and 2 except that the webs are longitudinally corrugated, and reinforced by vertical struts 2d of outwardly facing channel section, secured by spot welds 25 to the outwardly projecting ribs of the web and to the side margins 26 to which the chord is secured.
The composite multi-plate chords are preferably of relatively thin-gauge sheet-metal but, by reason of the box sections and extended surface areas thereof, they conduce to a great reduction in weight, in consideration of necessary strength, and facilitate welding to a high degree.
The structure is of extremely easy fabrication, is neat and compact, is easy to transport, is proof against thermal expansion and other weather effects and has other advantages over beam structures heretofore suggested.
While we have shown and described particular forms of our invention, changes may be effected therein without departing from" c spirit and scope thereof, as set forth in he appended claims.
We claim as ourinvention:
1. A beam comprlsingxa pair of bodily spaced corrugated websfichord member between said webs having a pair of side chord elements extending along the webs and beyond the edges of the webs, and a bridging chord member of flanged channel section fltted between the side chord elements across the edges of the webs with its flanges over-lapping the side chord elements, the
channel section of the bridging chord member spacing the webs apart through engagement of the side walls of the channel cross section with the side chord elements.
2. A light weight sheet metal beam comprising web members spaced apart throughout their bodies and corrugated throughout their length by corrugations of a cross section, small as compared with the transverse width between the outer web faces, through-running channel cross section members substantially coextensive with said web members having side faces connected to the bottoms of the corrugations of the web members, and having outwardly extending flanges lying substantially in the plane of the ends of the web corrugations and through-running chord members having outwardly projecting margins overlapping and secured to the outwardly extending flanges of said through-running channel cross section members and having shoulders spacing said web members apart, and means extending from the web members and secured to the web members transversely of the corrugations to stabilize said corrugations.
3'. A light weight sheet metal beam comprising web members spaced apart throughout their I bodies and corrugated throughout their lengths,
through-running channel cross section members having side faces secured to the bottoms of the web corrugations and having outwardly projecting margins, and through-running chord members nested within the first mentioned throughrunning members and having outwardly projecting margins overlapping and secured to the outwardly projecting flanges of the through-running channel cross section members and spacing said web members apart, the width of the overlap between the channel cross section members and the chord members being substantially greater than the depth of the corrugations of the webs.
4. A beam comprising a pair of bodily spaced shallow transversely corrugated sheet metal webs,
a chord member lying along the inner face and near the edge of each web and provided with outwardly extending flanges and a bridging chord member of flanged channel section fitted between the webs and overlying the ends of the corrugations and overlapping and secured to the outwardly extending flanges of the first mentioned chord member, and spacing said corrugated webs apart, the depth of the corrugations of the webs being substantially less than the width of said lap joint.
5. A light weight sheet metal beam comprising web members spaced apart throughout their bodies and transversely corrugated throughout their lengths by corrugations of a cross-section, small as compared with the transverse width between the outer web faces, through-running channel cross section members having side faces.
connected to the bottoms of the corrugations of the web members, and having outwardly extending flanges lying substantially in the plane of the ends of the web corrugations and through-running chord members having outwardly projecting margins overlapping and secured to the outwardly extending flanges of said through-running channel cross-section members and spacing said web members apart, the overlap being of a width substantially greater than the depth of said corrugations, said channel cross section members each having other branches extended at an angle to the general plane-of the web members and between the web members, whereby the bottoms of the corrugations are internally stabilized.
6. A light weight sheet metal beam comprising web members spaced apart throughout their bodies and transversely corrugated throughout their lengths, through-running channel crosssection members having side faces connected to the bottoms of the corrugations of the web members and outwardly extending flanges, and through-running chord members having outwardly projecting margins overlapping and secured to the outwardly extending flanges of the through-running channel cross-section members and spacing said webs apart, the overlap between the channel cross-section members and chord. members being substantially greater than the depth of the corrugations of the webs.
"7. A light weight sheet metal beam comprising web members spaced apart throughout their bodies and longitudinally corrugated throughout their lengths by corrugations of a cross-section, small as compared with the transverse width between the outer web faces, through-running channel cross-section members having side faces connected to the bottoms of the corrugations of the web members and outwardly extending flanges lying substantially in the plane of the edges of the web corrugations, and through-running chord members having outwardly projecting margins overlapping and secured to the outwardly extending flanges of said through-running channel cross section members and spacing said web members apart, the overlap being of a width substantially greater than the depth of said corrugations, andan angular member having a face secured to the web corrugations and another face transverse of said corrugations, said angular member being secured adjacent its ends to the through-running channel cross-section members.
8. A beam comprising a pair of bodily spaced longitudinally corrugated webs, a chord member between said webs having a pair of side chord elements extending along the webs and beyond the edges of the webs and a bridging chord member of flanged channel section fitted between the side chord elements across the edges of the webs with its flanges overlapping the side chord elements, the channel section of the bridging chord member spacing the webs apart through engagement of the side walls of the channel cross-section with the side chord elements.
9. A beam comprising a pair of bodily spaced longitudinally corrugatedwebs, a chord member between said webs having a pair of side chord elements extending along the webs and beyond the edges of the webs and a bridging chord member of flanged channel section fitted between the
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US696298A US2125690A (en) | 1933-11-02 | 1933-11-02 | Box section beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US696298A US2125690A (en) | 1933-11-02 | 1933-11-02 | Box section beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US2125690A true US2125690A (en) | 1938-08-02 |
Family
ID=24796490
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US696298A Expired - Lifetime US2125690A (en) | 1933-11-02 | 1933-11-02 | Box section beam |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US2125690A (en) |
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2779558A (en) * | 1952-04-09 | 1957-01-29 | Sncase | Fuselage of aerodynes |
| US3004640A (en) * | 1958-02-07 | 1961-10-17 | Macomber Inc | Laminated tubular section structural members |
| DE1255273B (en) * | 1962-01-23 | 1967-11-30 | J H Carruthers & Company Ltd | Welded box girder and its manufacturing process |
| DE1290317B (en) * | 1964-03-24 | 1969-03-06 | Maschf Augsburg Nuernberg Ag | Crane bridge girder with web walls bent like a sheet pile wall |
| WO1990003921A1 (en) * | 1988-10-07 | 1990-04-19 | John Silady | Support member |
| US5033593A (en) * | 1986-10-27 | 1991-07-23 | Mitsui & Co., Ltd. | Shock absorbing member for car body |
| US5653080A (en) * | 1995-10-24 | 1997-08-05 | Bergeron; Ronald | Fabricated wooden beam with multiple web members |
| US6698155B2 (en) | 1999-12-27 | 2004-03-02 | Jose Miguel Menendez | Building elements and building element assemblies formed therewith |
| US20040139684A1 (en) * | 1999-12-27 | 2004-07-22 | Menendez Jose Miguel | Building elements and building element assemblies formed therewith |
| US20040237456A1 (en) * | 2002-11-05 | 2004-12-02 | Simmons Robert J. | Structural chase beam |
| US20050072107A1 (en) * | 2003-10-02 | 2005-04-07 | Sukup Manufacturing Company | Dimple stiffener for grain bin |
| US20050210819A1 (en) * | 2003-04-24 | 2005-09-29 | Mcgushion Kevin D | Compressive flange sinusoidal structural member |
| US20060150485A1 (en) * | 2002-11-29 | 2006-07-13 | Declan Somerville | Garden extrusion |
| US20060242922A1 (en) * | 2005-04-27 | 2006-11-02 | Lakdas Nanayakkara | Multi-element constructional assembly |
| US20070056246A1 (en) * | 2005-09-13 | 2007-03-15 | Airbus Espana, S.L.. | Composite beam with corrugated web |
| US20090044729A1 (en) * | 2007-08-16 | 2009-02-19 | Shape Corporation | Multi-functional running board and ramp apparatus |
| US9127502B2 (en) * | 2007-11-13 | 2015-09-08 | Guardian Ig, Llc | Sealed unit and spacer |
| US11338831B2 (en) * | 2018-11-21 | 2022-05-24 | Jac Operations, Inc. | Railcar having cold formed center sill with stiffness enhancing structure |
-
1933
- 1933-11-02 US US696298A patent/US2125690A/en not_active Expired - Lifetime
Cited By (23)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2779558A (en) * | 1952-04-09 | 1957-01-29 | Sncase | Fuselage of aerodynes |
| US3004640A (en) * | 1958-02-07 | 1961-10-17 | Macomber Inc | Laminated tubular section structural members |
| DE1255273B (en) * | 1962-01-23 | 1967-11-30 | J H Carruthers & Company Ltd | Welded box girder and its manufacturing process |
| DE1290317B (en) * | 1964-03-24 | 1969-03-06 | Maschf Augsburg Nuernberg Ag | Crane bridge girder with web walls bent like a sheet pile wall |
| US5033593A (en) * | 1986-10-27 | 1991-07-23 | Mitsui & Co., Ltd. | Shock absorbing member for car body |
| WO1990003921A1 (en) * | 1988-10-07 | 1990-04-19 | John Silady | Support member |
| US5653080A (en) * | 1995-10-24 | 1997-08-05 | Bergeron; Ronald | Fabricated wooden beam with multiple web members |
| US6698155B2 (en) | 1999-12-27 | 2004-03-02 | Jose Miguel Menendez | Building elements and building element assemblies formed therewith |
| US20040139684A1 (en) * | 1999-12-27 | 2004-07-22 | Menendez Jose Miguel | Building elements and building element assemblies formed therewith |
| US20040237456A1 (en) * | 2002-11-05 | 2004-12-02 | Simmons Robert J. | Structural chase beam |
| US7530205B2 (en) * | 2002-11-05 | 2009-05-12 | Simmons Robert J | Structural chase beam |
| US20060150485A1 (en) * | 2002-11-29 | 2006-07-13 | Declan Somerville | Garden extrusion |
| US20050210819A1 (en) * | 2003-04-24 | 2005-09-29 | Mcgushion Kevin D | Compressive flange sinusoidal structural member |
| US6976343B2 (en) * | 2003-04-24 | 2005-12-20 | Mcgushion Kevin D | Compressive flange sinusoidal structural member |
| US20050072107A1 (en) * | 2003-10-02 | 2005-04-07 | Sukup Manufacturing Company | Dimple stiffener for grain bin |
| US20060242922A1 (en) * | 2005-04-27 | 2006-11-02 | Lakdas Nanayakkara | Multi-element constructional assembly |
| US20070056246A1 (en) * | 2005-09-13 | 2007-03-15 | Airbus Espana, S.L.. | Composite beam with corrugated web |
| US20090044729A1 (en) * | 2007-08-16 | 2009-02-19 | Shape Corporation | Multi-functional running board and ramp apparatus |
| US9127502B2 (en) * | 2007-11-13 | 2015-09-08 | Guardian Ig, Llc | Sealed unit and spacer |
| US20150376934A1 (en) * | 2007-11-13 | 2015-12-31 | Guardian Ig, Llc | Sealed unit and spacer |
| US9617781B2 (en) * | 2007-11-13 | 2017-04-11 | Guardian Ig, Llc | Sealed unit and spacer |
| US11338831B2 (en) * | 2018-11-21 | 2022-05-24 | Jac Operations, Inc. | Railcar having cold formed center sill with stiffness enhancing structure |
| US11945476B2 (en) | 2018-11-21 | 2024-04-02 | JAC Operations, Inc | Railcar cold formed center sill with stiffness enhancing structure |
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