GB718301A - Improvements in or relating to sheet metal nailable structural members - Google Patents

Improvements in or relating to sheet metal nailable structural members

Info

Publication number
GB718301A
GB718301A GB695652A GB695652A GB718301A GB 718301 A GB718301 A GB 718301A GB 695652 A GB695652 A GB 695652A GB 695652 A GB695652 A GB 695652A GB 718301 A GB718301 A GB 718301A
Authority
GB
United Kingdom
Prior art keywords
axes
sectional area
axis
gravity
cross
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
Application number
GB695652A
Inventor
Tappan Collins
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.)
National Steel Corp
Original Assignee
National Steel Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by National Steel Corp filed Critical National Steel Corp
Priority to GB695652A priority Critical patent/GB718301A/en
Publication of GB718301A publication Critical patent/GB718301A/en
Expired legal-status Critical Current

Links

Classifications

    • 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
    • E04C2003/0408Joists; 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
    • E04C2003/0413Joists; 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
    • 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
    • E04C2003/043Joists; 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
    • 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
    • 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
    • E04C2003/0443Joists; 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
    • E04C2003/0452H- or I-shaped
    • 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
    • E04C2003/0443Joists; 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
    • E04C2003/046L- or T-shaped
    • 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
    • E04C2003/0443Joists; 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
    • E04C2003/0465Joists; 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 square- or rectangular-shaped

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Portable Nailing Machines And Staplers (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

718,301. Sheet metal nailing beams. NATIONAL STEEL CORPORATION. March 18, 1952, No. 6956/S2. Class 20 (2) A sheet metal nailing beam, e.g. an I-section beam, Fig. 1, or a box-section beam, Fig. 7, has web portions defining tortuous nail receiving slots so arranged that a nail driven through a slot is bent through two reverse curves, the second curve having a radius larger than the first curve, and the curved web portions being so relatively proportioned in relation to the two mutually perpendicular co-ordinate axes of the cross-sectional area intersecting at the centre of gravity that both axes are principal gravity axes for the portion of the area formed by the curved web portions, and the cross-sectional area of the nailing beam exclusive of the curved web portion being symmetrical about at least one axis so that the axes are principal gravity axes of the beam. As shown in Fig. 1 an I-beam is bent from a single piece of steel sheet and has spaced web portions 31, 32 and 33<SP>1</SP>, 34 defining tortuous nail receiving slots 33 and 35 of constant width joined by a flat web portion 36. Axes X-X, Y-Y, are mutually perpendicular co-ordinate axes of the cross sectional area and intersect at 0. The web portion 36, flanges 11 and 12 are symmetrical about axes X-X, Y-Y and these axes are gravity axes for this portion of the cross sectional area. The centre line 37 of.the slot 33 is curved through two reverse curves formed by two main axes having centres 52, 5S and two small axes with centres 47, 59, the radius 58 of the second main arc being larger than the radius 54 of the front main arc. The centre line 37 first curves to one side away from the axis Y-Y, then towards it and crossing it, then through an arc on the other side and recrosses it again. An exactly similar arrangement applies to the curved web portions 33', 34 having the centre line 60. The curved web portions 31, 32, 33<SP>1</SP>, 34 have a cross-sectional area which is symmetrical about axis X-X but assymmetrical about axis Y-Y but the curvature of these portions is so arranged in relation to the axis Y-Y, that the axes are both principal gravity axes for this cross-sectional area and therefore for the cross-sectional area of the beam as a whole. The web portions 31, 32 and 33<SP>1</SP>, 34 may be joined by fastening means 90 as described in Specification 595,145. In another embodiment an I-beam, Fig. 4, comprises a pair of channels 100, 101, connected back to back with the webs 104,107 spaced apart to provide the tortuous nail receiving slots 109, 110 each formed with two reverse curves and spaced by flat portions 119, 120. The portion of the cross sectional area of the beam exclusive of the curved web portions is symmetrical about axes X-X, Y-Y, so that there are principal gravity axes for this portion. The cross-sectional area of the curved web portions (and hence the cross-sectional area of the beam as a whole) is however assymmetrical about both axes X-X, Y-Y. The two reverse curves in each of the curved web portions are, however, so arranged in relation to axes X-X, Y-Y, that these axes are principal gravity axes for the curved web portions and therefore of the beam as a whole. To effect this, the second reverse curve portion of the slot 110 must balance the first reverse curve portion of the slot 109 and vice versa, and to do this the area of each second reverse curve portion must be larger than the area of the first reverse curve portion because the distance of the centre of gravity of the second reverse curve portion from axis X-X is less than the distance of the centre of gravity of the first reverse curve portion from the axis X-X. Thus the second reverse curve portions must have a relatively greater area and be curved more gradually than the first reverse curve portions. In a further embodiment an I-beam, Fig. 6, is formed from a single piece of sheet metal and the nail receiving slots have a common second reverse curve and in this case the cross sectional area of the beam is neither symmetrical nor assymmetrical about either axes X-X, Y-Y. The cross-sectional area of the beam except for the curved web portions is symmetrical about axis Y-Y but assymmetrical about axis X-X. The flanges 215<SP>1</SP>, 216<SP>1</SP> 217<SP>1</SP>, 218 are so arranged, however, that the outer surface of the flanges are the same distance from axis X-X and the area of the flanges 217<SP>1</SP>. 218 is at a slightly greater distance from axis X-X than is the area of the flanges 215<SP>1</SP>, 216<SP>1</SP> and for this reason each flange 217<SP>1</SP>, 218 is not quite twice the width of each flange 215<SP>1</SP>, 216<SP>1</SP>. This arrangement together with the reverse curves permit axes X-X, Y-Y to be principal gravity axes of the nailing beam. Fig. 7 shows a box-section comprising two channel members 250, 251 fastened together face to face and having web portions 254, 261 and 256, 262 defining nail receiving slots each formed with two reverse curves so arranged that axes X-X, Y-Y are principal gravity axes.
GB695652A 1952-03-18 1952-03-18 Improvements in or relating to sheet metal nailable structural members Expired GB718301A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB695652A GB718301A (en) 1952-03-18 1952-03-18 Improvements in or relating to sheet metal nailable structural members

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB695652A GB718301A (en) 1952-03-18 1952-03-18 Improvements in or relating to sheet metal nailable structural members

Publications (1)

Publication Number Publication Date
GB718301A true GB718301A (en) 1954-11-10

Family

ID=9823912

Family Applications (1)

Application Number Title Priority Date Filing Date
GB695652A Expired GB718301A (en) 1952-03-18 1952-03-18 Improvements in or relating to sheet metal nailable structural members

Country Status (1)

Country Link
GB (1) GB718301A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2164966A (en) * 1984-08-14 1986-04-03 Rose Sections Limited Edward Structural member

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2164966A (en) * 1984-08-14 1986-04-03 Rose Sections Limited Edward Structural member

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