WO2021146758A1

WO2021146758A1 - Serrated beam

Info

Publication number: WO2021146758A1
Application number: PCT/US2021/070047
Authority: WO
Inventors: Patrick Mcmanus
Original assignee: Novel Structures, LLC
Priority date: 2020-01-16
Filing date: 2021-01-15
Publication date: 2021-07-22
Also published as: CA3166501A1; AU2021207557A1

Abstract

A structural member section is provided that may be comprised of horizontal top and bottom flange elements interconnected by one or more vertical web members. The top flange of the member is serrated such that a series of serrations protrude horizontally in at least one direction from a top of the one or more vertical web members or are cut-out from the flange of a rolled shape. In one embodiment, the serrated top flange and at least a portion of the web member are intended to be encased by a horizontal concrete slab or slab-on-deck assembly. Portions of one embodiment of a built-up structural member may be incorporated into a structural flooring panel assembly, wherein a portion is attached at each end of a deck length and the portions can be bolted together on site to form a complete built up structural member and the deck spanning between.

Description

SERRATED BEAM

FIELD OF THE INVENTION

[0001] The present invention relates to a structural beam section, and more particularly to a structural beam section intended to transfer vertical loads through shear and flexural actions along the length of a member to one or more structural supports.

BACKGROUND OF THE INVENTION

[0002] Composite beams and joists are widely used in conventional steel construction. Typically, the beam or joist is located entirely below the composite slab-on-deck assembly. The transfer of horizontal shear forces between the concrete slab and the steel beam or joist is most commonly accomplished through the use of shear connectors, often in the form of headed anchor studs, which are welded to the top of the beam or joist prior to slab placement.

[0003] Other art, such as that of Brendel (DE 29505968 Ul) utilizes a beam encased in the concrete slab. Instead of headed anchor studs, the structure of Brendel uses reinforcing dowels disposed through voids in the top flange of the steel beam section to transfer shear forces between the concrete slab and the steel beam.

SUMMARY OF THE INVENTION

[0004] The present invention utilizes a serrated top flange encased in a concrete slab. In one embodiment, the headed serrations encased in the slab may transfer horizontal shear forces between a member and the concrete slab without the use of reinforcing dowels. In another embodiment, reinforcing dowels or rebar may be inserted through one or more voids defined by the serrations. A structural member assembly of the present invention may span substantially horizontally between one or more supports, and the top flange of the cross section is comprised of a serrated geometry. In one embodiment, the serrated geometry comprises portions of one or both sides of the top flange of an I-beam being cut out in an alternating pattern. Many cut-out patterns in the flange, as well as configurations of member shapes and flange orientations are possible and foreseeable.

[0005] The top flange of the cross section is intended to be encased by a typically concrete slab such that the serrations in the top flange of the member are encapsulated or encased by the concrete slab. The geometry of the serrations result in voids in the top flange between serrations through which reinforcing dowels could be placed to penetrate portions of the top flange. However, the encased serrations of the present invention may facilitate horizontal shear transfer between the cross section and the surrounding slab medium thereby creating composite action between the member and surrounding slab without the use of reinforcing dowels or other ancillary components. A principal function of one embodiment of this composite beam assembly is to transfer vertical loads applied along the length of the beam to one or more supports along the length of the member through shear and flexural forces in the composite assembly without having to install ancillary reinforcing dowels, headed shear studs, or other mechanisms of shear force transfer to transfer shear load from the slab to the beam.

[0006] The member may be comprised of unitary construction or built-up of structural plates, angles, ‘T’ shaped, T shaped, rectangular or other similar geometric cross sections, though the use of other cross sections are also within the scope of the present invention. The serrations on each side of the top flange of the member may be aligned in various configurations, such as alternating portions on the respective sides of the web, or mirror images on either side of the web. Multiple shapes of cut-outs and remaining portions of the flange are provided but may take the form of any shape which facilitates the composite action contemplated herein. [0007] In one embodiment, the member may be self-contained as a beam acting compositely with the surrounding slab. The serrations are comprised of headed geometry whereby the head at the end of each serration has a width measured parallel to the long direction of the member greater than that of the serration shaft, which is disposed between the serration head and the member top flange. While the shape of the head and shaft of the serrations in this embodiment is substantially rectangular, the use of square, circular, elliptical, bulbed, ‘L’ shaped, ‘T’ shaped or other geometry for each of the head and shaft, or for head and shaft as a unit, is within the scope of the present invention.

[0008] In another embodiment, additional structural elements may be attached to the top or bottom of the member such that the member acts as the top or bottom chord of a joist or truss assembly, or as the top or bottom flange section of a deep built-up girder. The serrations on each side of the top flange of the member may be aligned or staggered. While the shape of the serrations may be substantially rectangular, the use of square, circular, elliptical, bulb, ‘L’ shaped, ‘T’ shaped, or other geometry are also within the scope of the present invention.

[0009] In another embodiment, the member may include horizontal bracing of the top flange during placement of a concrete slab to resist lateral torsional buckling of the member prior to curing of the concrete slab. In one embodiment, a compression strut member may be fastened to decking supported by the bottom flange of the member. The end of the compression strut member may be placed in bearing on the web component of the member and extends vertically near the top flange to provide restraint against horizontal movement of the top flange.

[0010] In one embodiment, horizontal bracing of the top flange is accomplished through the use of U-shaped straps wrapped around the shaft portion of the serrations to create interlock between straps. The spacing of the legs of the U-shaped straps may be such that they straddle the shaft portion, but are restrained from being pulled away from the member by the head portion of the serrations. The serrations and the ends of the U-shaped strap may be fastened to the decking supported by the bottom flange of the member. While interlock of the strap with the headed serrations is described in this embodiment, other mechanisms of attaching a strap to the top flange of the member and decking is also within the scope of the present invention.

[0011] In another embodiment, the geometry of the serrations may result in voids in the top flange that allow for substantially vertical portions of dowels to be placed within the void space and extended above and below the top flange of the member to further assist with shear transfer between the slab and the member. Such dowels may not be required to facilitate shear transfer between the slab and the member and the serrations are sized such that all design composite action is obtained solely through the interface between the slab and the serrations.

[0012] In one embodiment, a substantially vertical web extension is disposed above, and connected to, the serrated top flange of the member. The vertical web extension also includes serrations along the edge opposite of the edge connected to the member. The serrations in, and encasement of, the web extension is consistent with the previous descriptions of the serrated top flange and could have similar shapes and configurations. The vertical web extension could be connected to the top flange, or of unitary construction with the web of the member such that the top flange is divided and connected to either side of the web.

[0013] The present invention may also include a structural panel that utilizes beam members, each with a serrated top flange encased in the concrete slab wherein the headed serrations provide for the transfer of horizontal shear forces between the steel member and the concrete slab. Portions of the overall cross section of the beam members are attached to each end of decking prior to installation to create a beam and deck assembly. Installation of the beam and deck assemblies involve connecting adjacent beam and deck assemblies by attaching the portions of each beam member to create the overall cross sections of the beam members.

[0014] The present invention is directed toward a structural beam and deck assembly spanning substantially horizontally between one or more supports wherein the top flange of the cross section of the beam members is comprised of serrated geometry. In one embodiment, the serrated geometry comprises portions of one or both sides of the top flange of an I-beam being cut out in an alternating pattern. Many cut-out patterns in the flange, as well as configurations of steel beam member shapes and flange orientations are possible. The top flange of the cross section is intended to be encased by a typically concrete slab such that the serrations in the top flange of the beam member are encapsulated or encased by the concrete slab and, thereby facilitate horizontal shear transfer between the cross section and the surrounding slab medium thereby creating composite action between the member and surrounding slab. The primary function of this composite beam member is to transfer vertical loads applied along the length of the beam member to one or more supports along the length of the member through shear and flexural forces in the composite assembly.

[0015] The portions of the beam member attached to each deck assembly may be comprised of unitary construction or built-up of structural plates, angles, ‘T’ shaped, T shaped, ‘C’ shaped, rectangular or other similar geometric cross sections, though the use of other cross sections are also within the scope of the present invention. The serrations on each side of the top flange of the member may be aligned in various configurations, such as alternating portions on the respective sides of the web, or mirror images on either side of the web. Multiple shapes of cut-outs and remaining portions of the flange are provided but may take the form of any shape which facilitates the composite action contemplated herein.

[0016] In one embodiment, the member may be self-contained as a beam acting compositely with the surrounding slab. While the shape of the serrations in this embodiment is substantially rectangular, the use of square, circular, elliptical, bulbed, ‘L’ shaped, T shaped or other geometry is within the scope of the present invention.

[0017] While the member is envisioned to be comprised of steel material, the decking comprised of corrugated steel material and the slab comprised of concrete material, the use of other materials is also within the scope of the present invention. The member in its entirety or individual components of the member may be formed from metal, primarily structural steel, through known fabrication processes such as cutting from plate, casting, built up of welded or bolted shapes, machining, forming from cold bending of plates, extruding, hot rolling, or from other fabrication or manufacturing processes. However, other known materials, such as carbon fiber or other metals, and other manufacturing processes are also within the scope of the present invention. Other decking materials such as wood, plastic, carbon fiber or other metals are also within the scope of the present invention. Other slab materials, such as asphalt, epoxy or other cementitious materials are also within the scope of the present invention.

DESCRIPTION OF THE SEVERAL VIEWS OF THE DRAWINGS

[0018] The accompanying drawings form a part of the specification and are to be read in conjunction therewith, in which like reference numerals are employed to indicate like or similar parts in various views.

[0019] FIG. 1A is a cross sectional view of one embodiment of a member and slab assembly in accordance with the teachings of the present disclosure;

[0020] FIG. IB is a top view of one embodiment of a serrated top flange in accordance with the teachings of the present disclosure and which may be used in the member of FIG. 1A; [0021] FIG. 1C is an isometric view of one embodiment of a member and decking assembly in accordance with the teachings of the present disclosure and which may be used in member and slab assembly of FIG. 1A;

[0022] FIG. 2A is a cross sectional view of one embodiment of a member and slab assembly in accordance with the teachings of the present disclosure;

[0023] FIG. 2B is a top view of one embodiment of a serrated top flange in accordance with the teachings of the present disclosure and which may be used in the member of FIG. 2A;

[0024] FIG. 2C is an isometric view of one embodiment of a member and decking assembly in accordance with the teachings of the present disclosure and which may be used in member and slab assembly of FIG. 2A;

[0025] FIG. 3A is a cross sectional view of one embodiment of a member and slab assembly wherein the bottom chord of the truss, or bottom flange of the built-up member is comprised of two ‘L’ shaped sections in accordance with the teachings of the present disclosure;

[0026] FIG. 3B is a top view of one embodiment of a serrated top flange in accordance with the present disclosure and which may be included in the members of FIG. 3 A;

[0027] FIG. 4A is a cross section view of one embodiment of member and slab assembly wherein compression struts that extend from near the top flange of the member to decking are placed in bearing against of the web of the member and fastened to decking to brace the top flange of the member against horizontal movement in accordance with the teachings of the present disclosure;

[0028] FIG. 4B is top view of one embedment of a serrated top flange in accordance with the present disclosure and which may be included in the members of FIG. 4A;

[0029] FIG. 4C is an isometric view of one embodiment of a member and decking assembly with compression struts disposed each side of the member web in accordance with the teachings of the present disclosure and which may be used in member and slab assembly of FIG. 4 A;

[0030] FIG. 5A is a cross section view of one embodiment of member and slab assembly wherein U-shaped straps that interlock with headed serrations at the top flange of the member extend and are fastened to decking to brace the top flange of the member against horizontal movement in accordance with the teachings of the present disclosure;

[0031] FIG. 5B is top view of one embedment of a serrated top flange in accordance with the present disclosure and which may be included in the members of FIG. 5 A;

[0032] FIG. 5C is an isometric view of one embodiment of a member and decking assembly with U-shaped straps interlocked with headed serrations each side of the member in accordance with the teachings of the present disclosure and which may be used in member and slab assembly of FIG. 5A;

[0033] FIG. 6A is a cross sectional view of one embodiment of a member and slab assembly in accordance with the teachings of the present disclosure wherein the vertical portion of U- shaped dowels have been placed through the voids created by the geometry of the headed serrations;

[0034] FIG. 6B is a top view of one embodiment of a serrated top flange in accordance with the teachings of the present disclosure and which may be used in the member of FIG. 6A wherein the vertical portion of U-shaped dowels have been placed through the voids created by the geometry of the headed serrations;

[0035] FIG. 6C is an isometric view of one embodiment of a member and decking assembly in accordance with the teachings of the present disclosure and which may be used in member and slab assembly of FIG. 1A wherein the vertical portion of U-shaped dowels have been placed through the voids created by the geometry of the headed serrations; [0036] FIG. 7 A is a cross sectional view of one embodiment of a member and slab assembly in accordance with the teachings of the present disclosure wherein a serrated vertical web extension is attached to the top of the top flange of the member;

[0037] FIG. 7B is a profile view of the member and slab assembly of FIG. 7A wherein a serrated vertical web extension is attached to the top of the top flange of the member in accordance with the teachings of the present disclosure;

[0038] FIG. 8 is an overall isometric view of one embodiment of a load carrying structural beam and deck assembly in accordance with the teachings of the present disclosure.

[0039] FIG. 9 is blown-up partial isometric view of the embodiment shown in FIG. 1 in accordance with the teachings of the present disclosure.

[0040] FIG. 10A is a section view of one embodiment of a load carrying structural beam and deck assembly in accordance with the teachings of the present disclosure;

[0041] FIG. 10B is a section view of one embodiment of a load carrying structural beam and deck assembly in accordance with the teachings of the present disclosure;

[0042] FIG. IOC is a section view of one embodiment of a load carrying structural beam and deck assembly in accordance with the teachings of the present disclosure; and [0043] FIG. 10D is a top view of one embodiment of a serrated top flange in accordance with the teachings of the present disclosure and which is included in the beam members of FIG. 10 A, FIG. 10B and FIG. IOC.

DETAILED DESCRIPTION OF THE INVENTION [0044] The following detailed description of the present invention references the accompanying drawing figures that illustrate specific embodiments in which the invention can be practiced. The embodiments are intended to describe aspects of the present invention in sufficient detail to enable those skilled in the art to practice the invention. Other embodiments can be utilized and changes can be made without departing from the spirit of the scope of the present invention. The present invention is defined by the appended claims and, therefore, the description is not to be taken in a limiting sense and shall not limit the scope of the equivalents to which such claims are entitled.

[0045] FIGS. 1A, IB and 1C show an embodiment of a member and slab assembly 10 in which a serrated top flange 20a of a member 10a is interconnected to the vertical web 32a of the member 10a. The vertical web 32a of the member 10a is interconnected to the bottom flange 31a of the member 10a. The serrated top flange 20a of the member 10a and vertical web 32a of the member 10a are encased by the concrete slab 43a. As illustrated in FIG. IB, the headed serrations 21a on one side of serrated top flange 20a are substantially aligned with the serrations 21a on the opposite side of serrated top flange 20a. Each serration 21a is comprised of a head 23a and a shaft 22a whereby the width “WH” of the head 23a measured parallel to the long axis of the top flange 20a is greater than the width “WS” of the shaft 22a measured parallel to the long axis of the top flange 20a.

[0046] The headed serrations 21a may engage the concrete slab 43a such that the serrated top flange 20a and the concrete slab 43 a undergo strains of similar magnitude and direction under applied loading along the length of top flange 20a thereby creating composite action without the use of ancillary dowels or other components. Serrations 21a need not be present the full length of top flange 20a and could be strategically located and spaced on the serrated top flange 20a for efficient fabrication and load transfer. Decking 41a spans between the bottom flange 31a of the member to support concrete slab 43a during placement and helps transfer superimposed loads imparted to the concrete slab 43a to the bottom flange of the member 31a.

[0047] Generally throughout, concrete slab 43a may be another structural medium which can be poured or installed in more of a liquid state, then cured or solidified into a more rigid or solid state. Concrete is a good example, but it could be flowable grout, epoxy mixtures, or another similar structural medium.

[0048] FIGS. 2A, 2B and 2C show an embodiment of a member and slab assembly 11 in which the serrated top flange 20b of the member 11a is interconnected to two vertical webs 32b of the member. Each vertical web 32b of the member 11a is interconnected to a bottom flange 31b of the member 11a such that each web and bottom flange assembly together comprise an ‘L’ shape. The serrated top flange 20b of the member 1 la and vertical webs 32b of the member 1 la are encased by concrete slab 43b.

[0049] The headed serrations 21b on one side of the serrated top flange 20b are staggered along the length of serrated top flange 20b in relation to the serrations 21b on the opposite side of serrated top flange 20b. Each serration 21b may be comprised of a shaft 22b and a head 23b whereby the width of the head 23b measured parallel to the long axis of the top flange 20b is greater than the width of the shaft 22b measured parallel to the long axis of the top flange 20b. As further shown in FIG. 2B, in one embodiment, head 23b of serration 21b may include sides 24 that are substantially linear, and shaft 22b of serration 21b may also include sides 25 that are substantially linear. As further shown in FIG. 2B, the plurality of serrations 21b define a plurality of voids 26 wherein it is shown that the shape of the void defined by the serrations 21b is a substantial mirror image of the shape of the serrations 21b. The headed serrations 21b may engage the concrete slab 43b such that the serrated top flange 20b and the concrete slab 43b undergo strains of similar magnitude and direction under applied loading along the length of top flange 20b, thereby creating composite action without the use of ancillary dowels or other components. Serrations 21b need not be present the full length of top flange 20b. Decking 41b spans between the bottom flanges of the member 31b to support concrete slab 43b during placement and participates in transferring superimposed loads imparted to the concrete slab 43b to the bottom flanges 31b of the member 11a. [0050] FIG. 3A shows an embodiment of a truss, joist or built-up girder assembly 50 in which a top chord 55 of the truss or joist, or top flange 55 of the built-up girder, is comprised of a member and slab assembly 12. The member and slab assembly 12 is interconnected to truss or joist web members 60 in the case of a truss or joist assembly 50, or a web plate 60 in the case of a built-up girder assembly 50.

[0051] In one embodiment, a serrated flange 20c is connected to a web 32c, which may be a WT section or a built-up member. Similarly to other embodiments, decking 41c may be supported by a flange member 52 that can either carry compression or tension bending force depending upon where the neutral axis of the composite shape is located. In most embodiments, flange member 52 will typically carry compression force and decking 41c laterally braces flange 52 to prevent buckling. In addition, other means of bracing, such as compression struts or straps (as shown in FIGS. 4A, 4B, 4C, 5A, 5B and 5C) may also be utilized in the member and slab assembly 12 to stabilize the top flange. Bracing may be spaced at a regular interval along the length of the member, or may be spaced and strategically located to prevent compression buckling of the serrated top flange when the slab is formed.

[0052] As further illustrated in FIG. 3A, a botom chord 65 of the truss or joist assembly 50, or botom flange 65 of a built-up girder assembly 50, is comprised of two ‘L’ shaped sections 70. The ‘L’ shaped sections 70 are interconnected to the truss or joist web members 60 in the case of a truss or joist assembly 50, or a web plate 60 in the case of a built-up girder assembly 50. In one embodiment, the web plate 60 of a built-up girder may have a series of openings, such as a castellated beam. FIG. 3B shows an embodiment of member and slab assembly 12 in which the serrated top flange 20c of a member 12a is interconnected to the vertical web of the member 32c. The vertical web of the member 32c is interconnected to a botom flange 52of the member 12a. The serrated top flange 20c of the member 12a and vertical webs 32c of the member 12a are encased by the concrete slab 43 c. The serrations 21c on one side of the serrated top flange 20c are staggered along the length of serrated top flange 20c. The substantially rectangular serrations 21c may engage the concrete slab 43 c such that the serrated top flange 20c and the concrete slab 43c undergo strains of similar magnitude and direction under applied loading along the length of top flange 20c thereby creating composite action without the use of ancillary dowels or other components. In this embodiment, the substantially rectangular serrations 21c include a shaft 22c and a head 23c having the same width to define the substantially rectangular shape of serrations 21c. Serrations 21c need not be present the full length of top flange 20c. Decking 41c spans between the bottom flanges 31c of the member 12a to support concrete slab 43c during placement. The decking 41 may transfer superimposed loads imparted to the concrete slab 43c to the bottom flanges 52 of the member 12a.

[0053] FIGS. 4A, 4B and 4C show an embodiment of a member and slab assembly 13 which is substantially similar to the member slab assembly 10 of FIGS. 1A, IB and 1C. Compression struts 46d are disposed between decking 41d and near an underside 17d of top flange 20d on each side of member web 32d. Compression struts 46d are further disposed such that one end of each compression strut 46d is in contact with member web 32d so as to restrain top flange 20d from horizontal movement in a direction perpendicular to the long direction of top flange 20d, thereby mitigating lateral torsional buckling of the member during placement of the concrete slab 43d. Each compression strut 46d is attached to decking 41d by fasteners 45d which may be mechanical fasteners, welds, or the like. In FIG. 4B, each serration 21d may be comprised of a shaft 22d and a head 23d whereby the width of the head 23d measured parallel to the long axis of the top flange 20d is greater than the width of the shaft 22d measured parallel to the long axis of the top flange 20d. [0054] FIGS. 5A, 5B and 5C show an embodiment of a member and slab assembly 14 which is substantially similar to the member slab assembly 10 of FIGS. 1A, IB and 1C. U-shaped strap 42e is disposed around serration shaft 22e, and the distance “WG” between strap legs 44e is less than the width “WH” of serration head 23e, thereby creating interlock between strap 42e and serration 21 e. An end of strap legs 44e are attached to decking 41 e by fasteners 45e which may be mechanical fasters, welds or the like. U-shaped straps 42e are disposed on each side of top flange 20e, restraining top flange 20d from horizontal movement in a direction perpendicular to the long direction of top flange 20e, and thereby mitigating lateral torsional buckling of member 14a during placement of the concrete slab 43e.

[0055] FIGS. 6A, 6B and 6C show an embodiment of a member and slab assembly 15 which is substantially similar to the member and slab assembly 10 illustrated in FIGS. 1A, IB and 1C. However, the member and slab assembly 15 includes dowels 100 that are disposed such that vertical portions of dowels 100 extend through voids 26f created by the surrounding geometry of top flange 20f and headed serrations 21f. Dowels 100 assist in the transfer of lateral shear force in the slab to the member. Dowels could be added to the assembly along the entire length in a spaced apart manner or solely in areas of high shear to supplement the shear transfer facilitated solely through the slab and serration 2 If interface.

[0056] FIGS. 7A and 7B show an embodiment of a member and slab assembly 16 which is substantially similar to the member and slab assembly 10 of FIGS. 1A, IB and 1C. Unlike the member and slab assembly 10, however, a serrated vertical web extension 47g is disposed above, and connected to the top of, top flange 20g. Serrated vertical web extension 47g is encased in slab 43 g.

[0057] FIG. 8 shows an isometric view of adjacent beam and deck assemblies 60 and 61 each of which include a deck assembly 40. Adjacent beam and deck assemblies 60 and 61 when attached to each other during installation form the full cross section of beam member 10. [0058] FIG. 9 shows a blown-up partial isometric view of the embodiment of FIG. 8. Beam and deck assembly 60 is comprised of a portion 50 of the overall cross section of beam member 10, portion 50 being connected to a deck assembly 40 prior to installation. Beam and deck assembly 61 is comprised of a portion 51 of the overall cross section of beam member 10, portion 51 being connected to a deck assembly 40 prior to installation. Upon installation beam and deck assembly 60 is atached to adjacent beam and deck assembly 61 by fastening portion 50 to portion 51 using fasteners 70. Fasteners 70 could be bolts, rivets, welds, or any structural connection now known or hereafter developed. The connection of portion 50 to portion 51 results in the completion of the full cross section of beam member 10, which is comprised of serrated top flange 20. Aligned serrations 21 protrude horizontally from each side of serrated top flange 20. Serrations 21 may be of any shape as described above. A concrete slab (not shown) is to be placed over deck assemblies 40 to a thickness fully encasing serrated top flange 20. Serrations 21 engage the concrete slab such that the serrated top flange 20 and the concrete slab undergo strains of similar magnitude and direction under applied loading along the length of top flange 20 thereby creating composite action. Decking 40 spans between the botom flange of the beam members to support the concrete slab during placement and participates in transferring superimposed loads imparted to the concrete slab to beam member 10. The connection of deck assembly 40 to beam member 10 restrains beam member 10 from torsional movement thereby mitigating lateral torsional buckling of beam member 10 during placement of the concrete slab.

[0059] Generally throughout, the use of concrete for the concrete slab may be another structural medium which can be poured or installed in more of a liquid state, then cured or solidified into a more rigid or solid state. Concrete is a good example, but it could be flowable grout, epoxy mixtures, or other similar structural medium. [0060] FIGS. 10A, 10B and IOC show cross section views of adjacent beam and deck assemblies. Adjacent beam and deck assemblies 60 and 61 are comprised of a portion 50 of the overall cross section of a beam member 10, a portion 51 of an adjacent beam member 10, portions 50 and 51 interconnected by a deck assembly 40 prior to installation of beam and deck assemblies 60 and 61. Upon installation beam and deck assembly 61 is attached to adjacent beam and deck assembly 60 by fastening portion 51 to portion 50 using fasteners 70. The connection of portion 51 to portion 50 results in the completion of the full cross section of a beam member 10. The right end of beam and deck assembly 60 is shown having portion 51 installed and fastened to an adjacent beam and deck section resulting in the completion of beam member 10, which is comprised of serrated top flange 20. Aligned serrations 21 protrude horizontally from each side of serrated top flange 20. A concrete slab (not shown) is to be placed over deck assemblies 40 to a depth fully encasing serrated top flange 20. Serrated top flange 20 is interconnected to vertical web members 32. Vertical web members 32 are interconnected with bottom flange members 31. Decking 40 spans between the bottom flange of the beam members to support the concrete slab during placement and participates in transferring superimposed loads imparted to the concrete slab to beam member 10. The connection of deck assembly to beam member 10 restrains beam member 10 from torsional movement thereby mitigating lateral torsional buckling of beam member 10 during placement of the concrete slab. FIG. 10D shows a top view of serrated top flange 20, which includes one embodiment of serrations 21 aligned on each side. Alternative configurations and embodiments of serrations 21 are described above. Serrations 21 engage the concrete slab such that the serrated top flange 20 and the concrete slab undergo strains of similar magnitude and direction under applied loading along the length of top flange 20 thereby creating composite action. [0061] From the foregoing, it will be seen that this invention is one well adapted to attain all the ends and objects hereinabove set forth together with other advantages which are obvious and which are inherent to the structure. It will be understood that certain features and sub combinations are of utility and may be employed without reference to other features and sub combinations. This is contemplated by and is within the scope of the claims. Since many possible embodiments of the invention may be made without departing from the scope thereof, it is also to be understood that all matters herein set forth or shown in the accompanying drawings are to be interpreted as illustrative and not limiting.

[0062] The constructions and methods described above and illustrated in the drawings are presented by way of example only and are not intended to limit the concepts and principles of the present invention. Thus, there has been shown and described several embodiments of a novel invention.

[0063] As is evident from the foregoing description, certain aspects of the present invention are not limited by the particular details of the examples illustrated herein, and it is therefore contemplated that other modifications and applications, or equivalents thereof, will occur to those skilled in the art. The terms “having” and “including” and similar terms as used in the foregoing specification are used in the sense of “optional” or “may include” and not as “required”. Many changes, modifications, variations and other uses and applications of the present construction will, however, become apparent to those skilled in the art after considering the specification and the accompanying drawings. All such changes, modifications, variations and other uses and applications which do not depart from the spirit and scope of the invention are deemed to be covered by the invention which is limited only by the claims which follow.

Claims

CLAIMS We claim:

1. A structural member spanning one or more structural supports, the structural member comprising: a serrated horizontal top flange member operably coupled to one or more vertical web member, said serrated horizontal top flange member comprising a plurality of serrations arranged in a spaced apart manner on the serrated horizontal top flange member and defining a plurality of voids between adjacent serrations of the plurality of serrations; wherein each of the plurality of serrations comprises a head portion and a shaft portion; wherein a width of the head portion measured in a direction parallel to a long axis of said structural member is greater than a width of the shaft portion measured in the direction parallel to the long axis of said structural member, and wherein each of said shaft portions have a first substantially linear side and a second substantially linear side, and each of said head portions have a first substantially linear side and a second substantially linear side.

2. The structural load bearing assembly of claim 1, wherein said serrations are present over only a portion of the full length of said structural member.

3. The structural load bearing assembly of claim 1, wherein said structural member is braced against horizontal translation by a bracing member.

4. The structural load bearing assembly of claim 3, wherein the bracing member is selected from a group consisting of metal decking, wood decking, and other materials used as forming for the placement of said structural medium.

5. The structural load bearing assembly of claim 3, wherein the bracing member is a U-shaped member wherein the legs of the U-shape are spaced apart at a distance that straddles a shaft of the serration and is restrained by a head of the serration.

6. The structural load bearing assembly of claim 1, further comprising at least one vertical web member coupled to said horizontal serrated top flange member, wherein the structural medium is concrete slab, and said horizontal serrated top flange member and a portion of said at least one vertical web member is encased within said concrete slab.

7. The structural load bearing assembly of claim 1, further comprising a continuous strut or a plurality of intermitent struts operably connected to or placed in contact with at least one side of said vertical web member and said continuous strut or a plurality of intermitent struts operably connected to one of a decking or a forming material that are connected to said one or more horizontal botom flange members.

8. The structural load bearing assembly of claim 1, wherein said plurality of serrations comprise a first plurality of serrations on one side of said serrated horizontal top flange member that are staggered with respect to a second plurality of serrations on the opposite side of said serrated horizontal top flange member.

9. The structural load bearing assembly of claim 1, wherein said plurality of serrations comprise a first plurality of serrations on one side of said serrated horizontal top flange member that are aligned with a second plurality of serrations on the opposite side of said serrated horizontal top flange member in the direction substantially perpendicular to the long axis.

10. The structural load bearing assembly of claim 1, wherein said head and said shaft individually or as a unit are of a geometry including ‘T’ shaped, ‘L’ shaped, Ύ’ shaped, ‘S’ shaped, or inclusive of one or more perforations.

11. The structural load bearing assembly of claim 1 further comprising a structural truss or joist comprising a top chord member and a botom chord member interconnected by a plurality of vertical web members; said serrated horizontal top flange member is the top chord member and said serrated horizontal top flange member is interconnected to one or more of the plurality of vertical web members; and each of said plurality of vertical web members are coupled to said botom chord member.

12. The structural load bearing assembly of claim 11 wherein the structural medium is a concrete slab, and said horizontal serrated top flange member and a portion of said at least one of the plurality of vertical web members is encased within said concrete slab.

13. The structural member of claim 1 further comprising: each of said one or more vertical web member operably coupled to one or more horizontal botom flange members; the plurality of serrations of said serrated horizontal top flange member protruding horizontally from said serrated horizontal top flange member in a direction substantially perpendicular to the long axis of the structural member; said plurality of voids defined by said plurality of serrations on said serrated horizontal top flange member arranged to allow encasement by a structural medium capable of surrounding each exposed surface of each of said plurality of serrations; said width of said shaft portion of said plurality of serrations being able to transfer at least a portion of a load applied along the structural member to said one or more structural supports via said structural member.

14. A structural load bearing assembly comprising: a structural member having a serrated horizontal top flange, said serrated horizontal top flange member comprising a plurality of serrations arranged in a spaced apart manner on the serrated horizontal top flange member and defining a plurality of voids between adjacent serrations of the plurality of serrations; a structural medium defining a floor slab disposed above said structural member, wherein said structural medium encases the plurality of serrations of the serrated horizontal top flange to provide a horizontal shear transfer between the floor slab through the serrations to the serrated horizontal top flange to sufficiently develop a composite action between the structural member and slab, and wherein said structural load bearing assembly does not include one or more reinforcing dowels disposed within one or more of the plurality of voids.

15. The structural load bearing assembly of claim 14 wherein each of the plurality of serrations comprises a head and a shaft, and wherein a width of the head measured in a direction parallel to a long axis of said structural member is greater than a width of the shaft measured in the direction parallel to the long axis of said structural member.

16. The structural load bearing assembly of claim 15, wherein said structural member is braced against horizontal translation by a bracing member.

17. The structural load bearing assembly of claim 16, wherein the bracing member is a U-shaped member wherein the legs of the U-shape are spaced apart at a distance that straddles a shaft of the serration and is restrained by a head of the serration.

18. A structural flooring panel assembly comprising: a first structural beam member comprising a serrated horizontal top flange member operably coupled to one or more vertical web member, said serrated horizontal top flange member comprising a plurality of serrations arranged in a spaced apart manner on the serrated horizontal top flange member and defining a plurality of voids between adjacent serrations of the plurality of serrations; a length of decking, the length of decking defined by a first end and a second end, wherein the first structure beam member is fastened to the first end of the length of decking and; a second structural beam member is fastened to the second end of the length of decking.

19. A structural floor system comprising at least two of the structural flooring panel assemblies of claim 16, wherein the second structural beam member of a first structural flooring panel is coupled to the first structural beam member of a second structural flooring panel.