Abstract: A lattice girder generally including a top rail, a bottom rail, vertical end posts and slanted crossbeams, wherein all of the members consist of uniform hollow sections that may be fitted into one another and thereby rigidly interconnected. The girder rail consists of two half-sections (18,19) internally provided with longitudinal flanges (20, 21) having transverse serrations so that the two half-sections may be permanently secured to one another by pressing them together with the serrations in mutual engagement. The end of a slanted crossbeam (24) having notches (at 25 and 26) is inserted into openings (22,23) in the half-sections to lock and engage the rail. Weldless lattice girders may thus be produced, in particular for forming a walkway guardrail.

Abstract: An outrigger (10) for a manufactured home (90) spans between lower end (76) of main beam (70) and outer end (83) of a transverse floor joist (80) and selectively provides a push (raising force) or pull (lowering force) to joist outer end (83) to level floor (86). Outrigger (10) generally comprises and an elongate portion (20) of adjustable length for spanning between beam lower end (76) and joist outer end (83) for producing an outward force, and a bracket (50) attached to beam lower end (76) and a nut (65) fastening elongate portion (20) to bracket (50) for producing an inward force.

Abstract: A multi-purpose, positioning and fastening strap is disclosed for use in the construction of building structures. The strap is made from a flexible, durable, non-stretchable material and has a high breaking load. The strap is usable for various construction applications, such as, the fastening or holding down of tar or felt paper on a roof, the laying down of shingles on a roof, the erection of a trussing structure for a roof, the construction of a floor, etc. The durability and breaking load of the multi-purpose strap are critical physical characteristics which are necessary for its use in the aforementioned various construction applications.

Abstract: A shear panel configured to fit between adjacent studs in a stud wall is described. The shear panel in one embodiment of the present invention includes an elongate I-shaped member, a top shear cap, and a bottom shear cap. The elongate I-shaped member includes a central region and two opposing flanges extending longitudinally along opposing outer edges of the central region. The elongate I-shaped member is configured to fit between adjacent studs with the flanges in face to face contact with the faces of the adjacent studs. Each shear cap includes an elongate flat section, a first elongate leg section, and a second elongate leg section. The first and second leg sections extend perpendicularly from the elongate flat section, and the leg sections are configured so that an end of the central region of the I-shaped member fits between the legs.

Abstract: Grid-shaped reinforcement strip is configured for reinforcing masonry joints, and includes at one substantially straight elongated reinforcement wire having a substantially rectangular cross section. There is a further reinforcement wire having a substantially rectangular cross section that is spaced apart from the at least one reinforcement wire. At least one connecting wire extends between opposed faces of such at least two spaced apart reinforcement wires. An unflattened weld attaches the at least one connecting wire to respective ones of opposed faces of such at least two reinforcement wires. The connecting wire preferably has a substantially round cross section, and the thickness of the at least one connecting wire is as thick as or less thick than the thickness of the at least two reinforcement wires.

Abstract: A moveable structural reinforcement system is described including a moveable panel, a metal frame structure connectable to the frame structure of a building opening, the frame structure including a top support member and lateral supports connected on a first end to the top support member, upper load members disposed on the top support member proximate the lateral supports, bottom load members disposed on the second ends of the lateral supports, and load transfer members disposed substantially diagonally on said panel and adapted to releasably engage the upper and lower load members. The load transfer members providing a substantially continuous load path when the panel is in a closed position and the building or structure is subjected to a lateral force.

Abstract: A shear frame assembly of the type having a pair of tensioned diagonal straps that provide resistance to shear loads. The shear frame assembly includes a pair of laterally opposed vertical supports each having a first end portion and each vertical support has an aperture in its first end portion. The aperture is sized to receive one of the tensioned diagonal straps therethrough. Transverse top and bottom plates extend between the end portions of the vertical supports. A strap-alignment member is positioned in each aperture and each alignment member is positioned to receive and align the tensioned strap within the aperture. A force distributing member is positioned in each aperture and interposed between the alignment member and the respective vertical support. Each vertical support is formed by three studs that are connected together by bands that wrap around the studs so as to sandwich the middle stud between inner and outer studs.

Abstract: Wooden roof trusses of the kind having a bottom chord (13) and at least one obliquely disposed upper chord (11) with webs connecting the chords by means of nail-pated joints, in which the webs are selected from a set of standard stock length webs (50), and the ends of the webs (49) are provided with a standard shape set without regard to the geometry of the particular web joints.

Abstract: An apparatus for bracing joists comprising a pair of load distribution members and a spanning member. The load distribution members are fastened to adjacent joists and connected together by the spanning member. The load distribution members each have a connector arm which contains a plurality of holes into which tabs on each end of the spanning member are sized to fit. The spanning member can thus connect the load distribution members over a range of distances providing a length adjustable joist bracing apparatus.

Abstract: A weight bearing element having a web, and a chord connected to the web, the chord perimeter having a cross-sectional shape of a closed multi-sided figure having at least 5 sides, at least two of which are substantially parallel to the web. Some members may have chords which have a pentagonal cross sectional shape, and/or may include load transferring members or end-caps.

Abstract: An engineered or manufactured elongate wooden I-beam of the type having continuous upper and lower flange sections and a central web section therebetween is provided with a rectangular opening in the web along the span of the beam. A rectangular and open reinforcing frame constructed from at least four wooden pieces is securely positioned in the opening and is exteriorly dimensioned so that the height of the frame corresponds to the distance between the opposed interfaces of the upper and lower flange sections and the width of the frame is no less than the distance between the spaced apart web sections. This reinforced opening facilitates the passage of ductwork or the like laterally therethrough. Employing apertured I-beams of the foregoing description also facilitates a structural beam and bridging assembly where an elongate wooden bridging element can be employed by extending through and being interconnected to the frames of adjacent pairs of apertured joists.

Abstract: The reinforcing brace frame is utilized in building walls as a complete system of protection against both the severe shear stress and uplifting encountered during tornadoes, hurricanes and earthquakes. The reinforcing brace frame includes two vertically-spaced horizontally extending frame members joined at their opposite ends to two horizontally-spaced vertically extending frame members, and a diagonal member rigidly connected to opposite ends of the horizontally extending frame members. The reinforcing brace frame can also include spaced vertical support members between the vertical frame members. The reinforcing brace frame is directly attached to a concrete foundation by shear bolts and hold down bolts. Consequently, the reinforcing brace frame provides increased resistance against simultaneous shear stress and uplifting, eliminating the need for plywood shear panels.

Abstract: A vertical movement accommodating apparatus for use with a wall panel includes a cap mounted on a ceiling structure of a room, and a support assembly mounted on a top edge of the wall panel and at least partially disposed within the cap for vertical movement with respect to the cap. The cap is a U-shaped member opening down. The support assembly includes an upper rail, a lower rail, and a truss assembly interconnecting the upper and lower rails. A sealing member is disposed between the upper rail and the cap to provide a sound reducing seal therebetween. The lower rail defines a channel in which a roller mounted on the upper edge of the wall panel is allowed to roll in the longitudinal direction.

Abstract: A truss-like brace assembly for a wall of a building has a peripheral frame defined by a pair of stiles, a top member and a bottom member, where diagonal braces and horizontal cross-braces triangulate the frame. The brace assembly is close fit in a cavity in the wall (10, 110) and the stiles, top member and bottom member are fixed to the adjacent studs, top wall plate and bottom plate to provide structural bracing in the longitudinal plane of the wall.

Abstract: The reinforcing brace frame is utilized in building walls as a complete system of protection against both the severe shear stress and uplifting encountered during tornados, hurricanes and earthquakes. The reinforcing brace frame includes two vertically-spaced horizontally extending frame members joined at their opposite ends to two horizontally-spaced vertically extending frame members, and a diagonal member rigidly connected to opposite ends of the horizontally extending frame members. The reinforcing brace frame can also include spaced vertical support members between the vertical frame members. The reinforcing brace frame is directly attached to a concrete foundation by shear bolts and hold down bolts. Consequently, the reinforcing brace frame provides increased resistance against simultaneous shear stress and uplifting, eliminating the need for plywood shear panels.

Abstract: A V-shaped stackable truss that is selectively braceable by adding braces to strengthen the truss as needed.

Abstract: A quick assembling coupling system for bar structures consists of an annular disk containing a number of radial sleeves having their longitudinal axes distributed about the annular disk such that the ends of the bars are held in the sleeves by a prismatic lock cover inserted in the center of the annular disk.

Abstract: The present invention provides a strong yet lightweight truss arch which could be used in many applications, and is adapted particularly to a support framework for those fabric covered structures utilizing a single piece of fabric stretched over the top of the supporting framework. The truss arch is made up of sections comprising tubular upper and lower arctuate truss members separated by a continuous tubular web. The coupling plates on each end of the sections are attached such that the top edge of said coupling plate is below the upper side of the upper member, providing a smooth upper surface to the truss arch and eliminating wear points which could damage the fabric or other material stretched over or supported by the truss arch. The truss arch is easily transported and manufactured.

Abstract: An improved transverse truss is disclosed for cooperating with a first and a second longitudinally extending beam of a building structure. The transverse trust comprises a lower transverse member. A first and a second truss portion is secured to a first and a second end of the lower transverse member. A first and a second upstanding member are secured to the lower transverse member adjacent to the first and second truss portions for defining a first and a second slot therebetween. The first and the second slots receive the first and the second longitudinally extending beam. An upper transverse member is secured to the first and second truss portions for entrapping the first and second longitudinally extending beams within the first and second slots.

Abstract: A multi-purpose, positioning and fastening strap is disclosed for use in the construction of building structures. The strap is made from a flexible, durable, non-stretchable material and has a high breaking load. The strap is usable for various construction applications, such as, the fastening or holding down of tar or felt paper on a roof, the laying down of shingles on a roof, the erection of a trussing structure for a roof, the construction of a floor structure, etc. The durability and breaking load of the multi-purpose strap are critical physical characteristics which are necessary for its use in the aforementioned various construction applications.

Abstract: A truss that, in one embodiment, includes alternating metal webs in non-critical portions of the truss is described. The truss includes two chords vertically spaced apart and parallel to each other, and a plurality of metal web members extending between the two chords and coupled to the vertical surfaces of the chords. The truss also includes at least two critical portions and at least one non-critical portion. The critical portions of the truss are configured so that the metal webs coupled to each side of the truss are aligned, and each metal web coupled to one side of the truss has a corresponding metal web coupled to the other side of the truss. The non-critical portions of the truss are configured so that the metal webs coupled to one side of the truss do not have a corresponding aligned metal web coupled to the opposite side of the truss.

Abstract: A Lightweight Pre-engineered prefabricated modular Building System comprised of nine pre-fabricated structural members and three prefabricated connectors which create the entire building main frame system. A multiple use principal structural member is utilized as columns and top and bottom cords as well as end rungs for trusses and truss legs. The connectors are right angle connectors; each employing a configuration of holes and slots for securing structural members to create a rigid attachment of rafters to columns. The same connectors can be employed to establish a shallow pitch or a steep pitch roof pitch through selection of the holes and slot positions used to bolt the structural frame together. Trusses are interchangeable anywhere in system. Eave peak members, purlins and girts are used to attach sheathing to the structural frame. Alternatively, a "V" shaped stiffener can be employed with the columns.

Abstract: A drill mast has two tubular side chords and a central chord equally spaced from the side chords. The central chord is joined to the side chords by transverse and diagonal tubular lacing members. Space frames formed of tubular members extending from spheres are connected to each of the chords. The spheres are aligned along a line equidistant from the chords.

Abstract: Bridging is provided for use in joining joists or like construction elements so as to increase the strength and stability of those elements. The present invention utilizes flexible strapping to create the bridging structure, wherein a first flexible strap is attached to a first joist and a second flexible strap is attached to a second joist. The bridging structure is created by aligning the straps between the joists and joining the straps together. The various flexible straps can be directly attached to the joists, however when applied to wooden joists, stiffened supports are preferably positioned between the joists and the flexible strapping. The stiffened supports spread the force of the flexible strapping and prevent the strapping from deforming the material of the joist. To add to the integrity of the bridging structure, the stiffened supports can be mechanically or adhesively joined to the joists and the flexible strapping can be mechanically or adhesively joined to the stiffened supports and joists.

Abstract: Grid-shaped reinforcement strip is configured for reinforcing masonry joints, and includes at least one substantially straight elongated reinforcement wire having a substantially rectangularly cross section. There is a further reinforcement wire having a substantially rectangular cross section that is spaced apart from the at least one reinforcement wire. At least one connecting wire extends between opposed faces of such at least two spaced apart reinforcement wires. An unflattened weld attaches the at least one connecting wire to respective ones of opposed faces of such at least two reinforcement wires. The connecting wire preferably has a substantially round cross section, and the thickness of the at least one connecting wire is as thick or less thick than the thickness of the at least two reinforcement wires.

Abstract: A truss cross brace apparatus is described. The truss cross brace apparatus includes an elongated channel member having a U-shaped cross section. The channel member includes a base web and opposing side webs depending from the base web. An engaging portion extends from each end of the channel member. Each engaging portion includes at least one integrally formed tooth projecting from the bottom surface. The engaging portions are adapted to overlie the upper surfaces of the top chord of adjacent trusses, with the integral tooth embedded therein, such that an angle formed by the channel member and a top chord is about 45 degrees. A tab extends from a side web at one end and from the opposing web at the other end of the channel member. Each tab includes at least one integrally formed tooth projecting from the tab. Each tab is adapted to be bent to overlie the side surface of the top chord of adjacent trusses with the integral tooth embedded therein.

Abstract: A floor sag eliminator that includes a floor plate assembly which is configured to be fastened to the underside of an existing floor between adjacent joists. One or more support arms are pivotally connected to the floor plate assembly at one of their ends. The other ends of the support arms are configured to engage and be retained by the side walls of floor joists. The support arms cooperate with the floor joists to provide support to the floor and to eliminate the sag.

Abstract: An improved trimmable truss apparatus and method are disclosed, the truss having upper and lower plates centrally interconnected by diagonal web members, and each respective end providing a trimmable section comprising extended upper and lower chords creating an opening into which a separate trimmable insert section is inserted, such inserts made either as a separate wooden I-beam section, or as a glued laminated beam section. The associated nailing plates placed adjacent the last vertical member extend outwardly, ie. overlap, a substantial minimum distance onto the trimmable end section, whereby the truss end sections cannot be trimmed too closely to the last vertical member. The final diagonal web member at each respective end is placed in an upwardly-aligned positioned so as to be in tension.An alternative embodiment is disclosed in which the separate trimmable insert sections are formed from a glued laminated beam.

Abstract: A truss plate includes a generally planar backing member that includes a plurality of elongate apertures defined by a pair of side edges and a pair of end edges and a plurality of teeth, each of which extends in a first direction from one side of the backing member. At least some of the teeth comprise a shank and a tip portion. The shank extends from a position adjacent an end edge of one of the apertures and comprises a major shank portion, a minor shank portion, and an arcuate base portion. The major shank portion is generally arcuate in cross-section. The major and minor shank portions are separated by a crease extending in the first direction from the backing member, with one end of the crease being substantially centered between the side edges of the aperture. The shank is twisted about an axis parallel to the first direction so that the major shank portion is substantially larger than the minor shank portion.

Abstract: A form tie for joining the sidewalls of a polymeric concrete form comprises a pair of end trusses with an intermediate web truss. Each end truss comprises a pair of vertical struts with interior and exterior pairs of horizontal struts extending therebetween. The width of the web truss corresponds to the desired lateral distance between the interior surfaces of the form sidewalls. Upper and lower rectangular trusses and an intermediate truss are formed within each truss and rigidified by diagonal struts. The exterior struts of each end truss are embedded in the polymeric form of the sidewalls during the molding process with the interior struts of each end truss sealing the mold openings to prevent expansion of the foam from the mold. The interior struts are coplanar with the form sidewalls and serve as a visual gauge that the form and tie have been properly positioned. End ties having a height of one-half of the form sidewall are extended between the sidewalls at the ends of each form.

Abstract: A web for trusses, trusses with at least one chord including a cast slab and also chords for a slab in a cast member, manufactured from bar, wire or strip material, which like diagonals in a lattice girder are inclined in relation to the longitudinal direction of the chord, fastened to the chords or to the chord and slab, respectively.

Abstract: A construction system having structural members with pre-manufactured rows of holes for fastening. A first kind of structural member (33, 35 and 35a in FIG. 2) has a row of holes equally spaced at a distance N. A second kind of structural member for diagonal bracing (43 in FIG. 2) has a row of holes equally spaced at a distance equal to the length of the hypotenuse of a right triangle with the other two sides having a length of N or a multiple of N. A third kind of structural member (24 in FIG. 2) has two rows of holes equally spaced at a distance N, with the holes of one row perpendicularly intersecting the holes of the other row. Large diameter fasteners (60 in FIG. 8), with a cross-hole for a crossing fastener, allow mounting two or more structural members at the same longitudinal disposition to perpendicular sides of a structural member of the third kind.

Abstract: A high-rise building system using light gauge steel wall panels provides for a variety of panels of various vertical and lateral force resistance by combining cold rolled and hot rolled steel sections in various configurations. The planar design makes possible easy wall cladding, installation of floors and ceilings and faster and less expensive construction.

Abstract: A loading dock leveler adapted for being supported for pivotal movement on a loading dock to provide a pathway between the dock and a vehicle being loaded or unloaded includes a ramp formed of a generally flat plate deck member having a plurality of spaced apart, parallel, channel cross section beams welded to the underside of the deck member and extending between a distal side edge of the deck member and a side edge which is disposed adjacent the loading dock. Plural spaced apart pairs of hinge members are welded to the deck member and to the beams at the distal side edge of the deck member and a truss structure including somewhat V-shaped struts extend between the hinge members and are welded to the hinge members and the deck member to provide a lightweight, rigid and durable support structure for minimizing deflection of the deck member and failure of a hinge connection between the ramp and a dock leveler lip member.

Abstract: A self-jigging web for fastening two steel chords together to form a beam. There are different sizes of webs for assembly of beams of different depths. A web has several holes for locating screws for fastening the web to a pair of chords parallel to each other. Chords having the same outer cross-section but of different steel gauges are used to obtain beams of different strengths. Assembled beams are used in a frame of a building structure such as a wall, floor or ceiling. A system is provided such that a building designer, given the wind bearing (bending) and axial loads required to be borne by the structure, can determine beam spacing and beam depth required for the structure to bear the loads. Beams are then assembled to meet the determined requirements according to a standard set of instructions which detail the chord steel gauge, size of web, number and spacing of webs lengthwise along a beam, and a number and placement of screws for fastening each web to a pair of chords.

Abstract: A truss having an integral hold down strap can be secured to the wall of a structure. The hold down strap is held between two truss elements, such as a web member intersecting with a lower chord of the truss. The hold down strap is secured to the truss by a nailing plate which can be one of the same nailing plates used to connect other elements of the truss together. The nailing plate teeth penetrate the hold down strap and one of the truss elements to secure the strap to the truss for shipment to a construction site. The hold down strap extends from between the truss elements down into engagement with the wall on which the truss rests where it may be secured to the wall.

Abstract: The improved reinforcing brace frame is utilized in building walls and the like to increase their resistance to severe stress such as it encountered during earthquakes, tornados, hurricanes, cyclones and other high wind situations. The frame is all metal, preferably steel and includes a vertically spaced pair of horizontally extending frame members joined at their opposite ends to a spaced pair of vertically extending frame members. The frame also includes a diagonal member rigidly connected to opposite ends of the horizontally extending frame members. Preferably, each of the horizontal frame members and the diagonal member include a pair of telescoping members so that the brace frame can be expanded and contracted in width to fit into a desired wall space. In one embodiment, the vertically extending frame members also each include a pair of telescoping members to control the heighth of the brace frame.

Abstract: A form tie for joining the sidewalls of a polymeric concrete form comprises a pair of end trusses with an intermediate web truss. Each end truss comprises an interior vertical strut and a longer exterior strut with interior and exterior pairs of horizontal struts extending therebetween. Upper and lower rectangular trusses and an intermediate truss are formed within each truss and rigidified by diagonal struts extending between the ends of the exterior vertical strut and interior vertical strut. The exterior struts of each end truss are coplanar with the exterior sidewall surface with the interior strut of each end truss being coplanar with the interior sidewall surface. The coplanar relationship of the struts serve as a visual gauge that the form with tie has been properly manufactured and assures that the end trusses extend throughout the width of each sidewall. End ties having a height of one-half of the form sidewall are extended between the sidewalls at the ends of each form.

Abstract: Disclosed is a structural material having a lattice configuration. In one embodiment of the invention, the structural material is manufactured by weaving a continuous wire filament on a loom assembly. In an alternative embodiment of the invention, the structural material is formed using substrate sheets that are machined or molded into a desired configuration. The structural material of the invention can be used alone or layered to form a multi-laminate material.

Abstract: The structural wooden joist described comprises a lower chord, an upper chord spaced from the lower chord and an openwork web structure joining the chords. The web structure includes, between opposite ends thereof, a series of horizontally spaced trapezoidal laminated panels defining a series of triangular spacings therebetween; each panel has opposite short and long sides adhesively joined to the lower and upper chords respectively and each panel is formed of short obliquely extending boards adhesively secured edgewise to one another.

Abstract: A structure component 7 composed of a vertical-load support trussed structure supporting a load in a vertical direction and arranged along a vertical plane and a horizontal-load support trussed structure supporting a load in a horizontal direction and arranged along a horizontal plane is provided between main mullions 4 in a building. Since the structure component 7 supports the vertical load and the horizontal load at the trussed structures 9, 10, a support strength can define responding to the loads so as to support efficiently.

Abstract: A truss structure utilizing three open channeled rigid members or chords which are preferably made of metallic material. A web constructed of at least two spanning members that are angularly attached to one another, are connected to the first, second, and third channel members. First and second open channel members are each connected to one another at one end and to the third rigid open channel member at the other end to form a triangular structure with the web portion in between. Structural elements are connected to the web and are capable of lying within the open channel members to permit interlinkage between the web and the chords to complete the truss structure.

Abstract: A truss which is premanufactured and shipped to a job site for the construction of supper-insulated buildings walls has a two-by-four stud which is joined to a two-by-two stud positioned in spaced parallel relation to the first stud to form a twelve inch wide insulation cavity. The two-by-two stud is spaced from the two-by-four stud by spacers and is rigidly supported by diagonal cross braces. The braces and spacers are joined to the two-by-four stud by truss plates. A foundation, is especially designed to accommodate the wall truss members. The truss has a sill extension 81/2 inches wide formed of two-by-twos. The extension extends downwardly from the truss structure to provide an insulation face across the front of a step in the foundation. The wall trusses may be manufactured with the same equipment as utilized in the construction of floor and rafter trusses formed of dimensional two-by-fours.

Abstract: A brace provides lateral support to a series of upright truss units of a truss system having at least first, second and third truss units, with each truss unit having at least one beam member having a first surface, that is generally co-planar with corresponding beam members of other truss units. The brace includes a generally continuous, elongated central leg having a first surface, a second surface positioned for engaging a first surface of the beam members of the first, second and third truss units, and a longitudinally extending rib member. The rib member is unitarilly formed with the central leg and extends generally outwardly from the second side surface of the central leg and includes a first opening for receiving the first truss unit, a second unit for receiving the second truss unit, and a third opening for receiving the third truss unit.

Abstract: A load bearing truss includes first and second generally parallel chord members, first and second post members coupled between the first and second chord members and a plurality of V-shaped metal webs interconnecting the first and second chord members. Respective portions of the first and second chord members extend beyond the first and second post members. A first connector member interconnects the portions of the first and second chord members extending beyond the first post member to define a first end section and a second connector member interconnects the portions of the first and second chord members extending beyond the second post member to define a second end section. The truss is lengthwise adjustable by trimming a selected one or both of the first and second end sections.

Abstract: A structural beam for use in buildings and other structures, and a process of forming the structural beam. The structural beam exhibits the structural advantages of a truss without the high labor costs normally associated with a truss. The beam includes a top flange, a bottom flange, a web joining the top and bottom flanges, and a plurality of apertures located within the web. Top and bottom chords including neutral axes are defined by a respective flange and longitudinally uninterrupted web portion. A plurality of joining members located in the web between the top and bottom chord transmit loading forces generally along diagonal axes. The diagonal axes of adjacent joining members intersect at panel points which are located substantially along the neutral axis of a respective chord. Haunches provide local structural deepenings of the top and bottom chords in the regions of the panel points to locate critical points a safe distance away from the flow of stresses due to loading.

Abstract: An improved open web structural support member having a trimmable solid web end subassembly. The solid web subassembly has an upper sub-chord having a groove in the bottom face thereof, a bottom sub-chord, having a groove in the upper face thereof, a solid web end member sized and configured to fit in the grooves provided in the upper and lower sub-chord members, the solid web end member being glued along the edges in those sub-chord members. The included angle formed between the inner edge of the solid web end member and the upper edge of the solid web end member equals an obtuse angle. The solid web end subassembly is positioned and secured between the upper and lower chord members.

Abstract: Bridging for joists that does not interfere with the installation of heat and air conditioning runs is provided by longitudinally spaced, transverse plate members which extend between the joists and have a span that may be varied to accommodate a particular joist spacing. Each of the plate members presents a major surface that is disposed in an upright plane, a central opening being provided through the surface for receiving a longitudinally extending conduit. The openings in the spaced plate members are aligned so that the conduit may be readily installed and supported by the plate members. The bridging, therefore, enhances the structural rigidity of the joists and supports the conduit in the space between the joists without interfering with installation of the conduit.

Abstract: Disclosed is a structural material having a wire lattice configuration. The structural material can manufactured by first weaving a continuous wire filament on a loom assembly. Once woven into arrays of parallel wires, the filament is fixed in position and cut into segments. The segments are then placed in a rig. The rig positions the segments at relative angles so as to form a matrix or mesh. In the final step of the manufacturing process, the wires are welded together using, for example, a forge press. Alternatively, the material can be formed by first holding wire segments in a pair of rigs and then sequentially welding the wire segments together. The structural material of the invention can be used alone or layered to form a multilaminate material.

Abstract: The structure comprises, in combination, lattice elements (1) with successive sides (1A) inclined in opposite directions; longitudinal connecting pieces (1B) and partial longitudinal connecting pieces (1C) for the joining of successive lattice clients (1) in alignment with each other; links (3) for connection between longitudinal connecting pieces (1B, 1C) of adjacent lattice elements (1) which have been brought together; components for mechanical connection (5, 7) between successive lattice elements (1) and/or components for mechanical and electrical connection (24, 26) between successive lattice elements; adaptors (61, 71) which may be fitted to said longitudinal connecting pieces (1B, 1C) for lighting or consumer units to be combined with the reticular structure.