Abstract: A reinforcing brace for attachment to a web member of a building framework such as a truss to prevent bending or flexing out of a plane of the truss. Fasteners secure the brace to the web member at a lateral side of the web member such that front and back sides of the web member remain free from fasteners. The brace is entirely within thickness confines of the truss.

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: A web member for use in reinforcing a structural framework, such as a truss or a wall panel, comprised of beams and web members secured to the beams. A web member includes a support section with a longitudinally extending tab on each end thereof. The tabs are bent to engage inside surfaces of the beams for securement thereto as with screw fasteners whereby the web member is secured to and extends between beams of the truss.

Abstract: A truss system wherein the structural components and fixtures are formed from light gauge metal. The trusses are fabricated from roll formed truss chord members and truss web members. The truss chord members are roll formed to have a generally U-shaped cross-section with a base and two substantially parallel legs with recessed web attachment faces and outwardly extending stiffening flanges to improve structural capacity thus improving the strength-to-weight ratio of the chord member and minimizing costs. The truss web members are formed by nesting two roll formed C-shaped members to form a web member which is box-shaped in cross section. The web members provide the structural advantages of a box-shaped member and the ease and flexibility of a roll formed member.

Abstract: A column assembly for a display frame structure. The structure includes an open paralellpiped box frame structure having a plurality of frame segments coupled with a pair of end webbing members. An extension module, in the form of a hollow geometrically shaped sheet metal enclosure, may be coupled at one end of the box frame structure to form the column assembly. The paralellpiped box frame structure and extension module are capable of removably connecting with the other similar elongated box frame structures and extension modules to achieve a multiplicity of various display frame configurations.

Abstract: A tie-down connecting element (30) for tying down a truss relative to a wall frame is fixed between the webs (12) of the upper and lower Z-shaped chords (10) and includes a tongue portion (34) which extends downwardly through a slot (50) formed in the lower flange (16) of the lower chord (10) of the truss.

Abstract: The present invention provides for an improved method of fabricating trusses. The improved trusses are made from elongated, tubular members forming the chords and/or webs. A metal connector plate is used to connect the chords and webs to form the truss. Further, modifications of the connector plates are used to facilitate the connection of trusses into truss assemblies. Additionally, other modifications of the connector plates are used to facilitate the connection of the trusses to the supporting structure.

Abstract: A roof jack system that provides a safety barrier that is conveniently installed upon and removed from a pitched roof. The roof jack system includes a guard assembly that is releasably attachable to an auxiliary support assembly of a first embodiment of the present invention that is secured to an existing roof jack. Alternatively, the guard assembly is releasably attachable directly to a roof jack according to a second embodiment of the present invention.

Abstract: A post frame building that utilizes columns composed of and upper and lower section that is laminated from standard dimensional lumber. The lower section of the columns, made from treated lumber are set into the ground and cut to level. The upper sections, of non-treated lumber is joined to the lower section by means of a staggered slip joint. The upper end of the upper column section forms a sleeve into which a deep heel truss is set. Pre-fabricated girt panels are applied to the columns prior to truss mounting. Prefabricated applied between the trusses form a complete structure.

Abstract: A plurality of wooden roof trusses for constructing a roof includes first and second wooden roof trusses. Each of the first and second wooden roof trusses includes a bottom chord and at least one upper chord obliquely disposed relative to the bottom chord. A first web is provided to the first wooden roof truss and a second web is provided to the second wooden roof truss. Each of the first and second webs has a tapered web end shape set without regard to a shape of a first and second joint, respectively, into which said tapered web end shapes of the first and second webs fit. The first and second webs are substantially identical in length and web end shape. The first and second webs are located at different positions in their respective first and second wooden roof trusses.

Abstract: A truss system wherein the structural components and fixtures are formed from light gauge metal. The trusses are fabricated from roll formed truss chord members and truss web members. The truss chord members are roll formed to have a generally U-shaped cross-section with a base and two substantially parallel legs with recessed web attachment faces and outwardly extending stiffening flanges to improve structural capacity thus improving the strength-to-weight ratio of the chord member and minimizing costs. The truss web members are formed by nesting two roll formed C-shaped members to form a web member which is box-shaped in cross section. The web members provide the structural advantages of a box-shaped member and the ease and flexibility of a roll formed member.

Abstract: There is provided a metal chord member for use in a building system which chord member is formed of two or more interlocked generally U-shaped chord tubes. The chord tubes are interlocked by means of the provision of a plurality of equisized, equispaced, longitudinal ribs formed along the length of the depending side arms of the U-shaped chord tubes defining elongated recesses therebetween, the ribs on one of the chord tubes being adapted to interlock into and mate with the recesses defined between ribs on the adjacent chord tube and vice versa.

Abstract: A componentized, three dimensional, self-aligning, self-engineering building system for homes and similar constructions involving a plurality of individual, separately installable components of predetermined height selectively arranged, positioned and secured to each other in side-by-side relationship along the perimeter of and also secured on a previously prepared flat supporting surface for a home; and modeling blocks representing the components.

Abstract: The present invention provides a method for assembling structural members of thin and lightweight shaped steel, the thin and lightweight shaped-steel members to be assembled having at least one joint hole or concave/convex portion at an appropriate position of a flange or web of the thin and lightweight shaped steel member, and temporarily joining portions of the thin and lightweight shaped steel members to each other for easy assembly.

Abstract: Abstract: The storage roof truss has a non-triangular central opening to provide greater storage space. Truss chords and webs are arranged to provide a central opening with a horizontal bottom and vertical lower sides. This allows more usable storage space. The central opening chords and webs are connected to the top chords in a triangular mesh pattern such that loads on the element junctures are carried in tension or compression. This allows similar structural efficiency as a conventional truss. Therefore roof storage trusses can be constructed with similar costs as conventional trusses. Also, storage roof trusses can have the same range of pitches as conventional trusses.

Abstract: A hybrid truss and a system of fabricating a building using a hybrid truss is provided. The hybrid truss is designed to span large widths without center support. Each hybrid truss is typically made with two symmetrical truss members that join at the peak. Each member is made with an upper cord and a lower cord having cross bracing between the two cords. A peak end member is attached to the ends of the cords to join the two truss members at the peak to form the hybrid truss. Attached at the lower end of each truss member is a sleeve. The sleeve is rigidly attached to at least the lower cords and cross bracing. The sleeve redirects outward forces into the top of a post in a downward force and a slight rotational force. The sleeve is designed to slide over the top of a post or column to attach and properly position the truss on the top of the posts or columns. Vertical adjustment to level the hybrid truss is provided by vertical movement of the sleeve on the post.

Abstract: A spacer bar for use in connection with support building components at predetermined intervals relative to each other. The spacer bar may be used in connection with building components fabricated from wood, metal, etc. and includes at least two pair of clamping tabs for engaging and retaining the components in the desired position.

Abstract: A method for manufacturing a wooden roof truss having a bottom chord and at least one upper chord obliquely disposed relative to the bottom chord, with the upper chord and the bottom chord being connected by at least one web via nail-plated joints, the method including the steps of: designing a plurality of web designs having tapered end shapes at each end thereof and being of discrete web lengths at increments between minimum and maximum web lengths, the plurality of web designs, tapered end shapes and discrete web lengths being predetermined without knowing shape, pitch and span of said wooden roof truss to be manufactured; engineering a truss design for the wooden roof truss taking into consideration the plurality of web designs and the shape, the pitch and the span of the wooden roof truss to be manufactured by selecting at least one of the plurality of web designs for the truss design; and, assembling the upper and bottom chords and webs by securing joints created by the upper and bottom chords and th

Abstract: A truss is disclosed which comprises a bottom chord (12) and a pair of top chords (14, 16) arranged obliquely with respect to the bottom chord (12). Webs (20) are arranged between the top chords and the bottom chord. The webs have punched nails (46) projecting from connector plate (40) portions of the webs. The webs have a middle section (30) and load bearing portions (60) are provided between the middle section and the two connector plates (40) at opposite ends of the web (20). The load bearing portions are shaped for blunt end engagement with the chords without regard to the angle of intersection of the web with the chord.

Abstract: A roof jack system that provides a safety barrier that is conveniently installed upon and removed from a pitched roof. The roof jack system includes a guard assembly that is releasably attachable to an auxiliary support assembly of a first embodiment of the present invention that is secured to an existing roof jack. Alternatively, the guard assembly is releasably attachable directly to a roof jack according to a second embodiment of the present invention.

Abstract: A reinforced truss includes a pre-existing top chord and a pre-existing bottom chord, a reinforcing top chord, first and second reinforcing chord heel plates, each of the reinforcing chord heel plates having a plate, a reinforcing truss bracket attached to a first end of the plate, at least one slotted aperture disposed on the plate and spaced to approximately match a pre-existing bolt pattern of the pre-existing truss, and a tie rod bracket. The ends of the reinforcing top chord are captured in the reinforcing truss brackets of the reinforcing chord heel plates. A tie rod is connected to the tie rod brackets of the first and second reinforcing chord heel plates. The slotted aperture allows for the tie rod to be adjusted, thereby adjusting the loading on the reinforcing top chord.

Abstract: A metal roof truss has a frame formed by metal frame members and a series of metal intermediate members secured at opposite ends to frame members by clinch locks. Each clinch lock is formed by forcing metal of one member through another member with consequent deformation of the other member to form a rivet-like projection.

Abstract: A building truss that is light weight, and easily manipulated yet provides superior strength for support is disclosed. The building truss is defined by a pair of parallel and spaced apart square tubing members, having joined between them, a lattice of cold rolled round reinforcing rod having a sinusoidal or zig-zag pattern. Additional spacers are provided to prevent twisting. Also, angled reinforcing pieces may be attached to the lattice for increased load bearing capabilities.

Abstract: A jointing device (10) is provided for joining elongate members (106, 110), and 108, 112) in a building (100). The device (10) is formed form a blank (11) of sheet material and comprises a gusset portion (12) and spaced flange portion (14 and 16) each extending from an edge of the gusset portion (12) and forming a cavity there between. The device (10) further comprises a first opening (24) arranged adjacent to one end of the gusset portion and in communication with the cavity and a second opening (26) arranged adjacent to the opposite end of the gusset portion and in communication with the cavity. In use, one elongate member (106) is positioned in the cavity through the first opening (24) and a second elongate member (110) is positioned in the cavity through the second opening (26) for joining by fixing to the jointing device (10). The blank (11) has foldlines (70) and the blank (11) is configured with sections bendable along the foldlines to form the gusset portion (12) and the flange portions (14 and 16).

Abstract: A shelter may be readily assembled or disassembled from a plurality of identical shelter supports. Each shelter support is formed from an outer beam placed in a divergent relationship to an inner beam. The converging ends of each beam are capped by a first end member. The diverging ends of each beam are capped by a second end member. The second end member forms an acute angle with the horizontal when the first end member is placed on the ground. Thus, with the first shelter support placed as a column support the second end member is presented for engaging a second end member of a second shelter as a roof support. The truss thus formed from the two shelter supports is joined at an apex portion with other similar trusses in various arrangements conveniently to form shelters of different shapes which can be readily assembled and disassembled.

Abstract: A geodesic dome is created by the steps of: (a) generating a mathematical model of a geodesic dome, (b) fabricating components with which to form a geodesic dome according to the model; and (c) fastening the components to each other according to the model. In the model, M base triangles are generated in a closed three-dimensional shape. M is at, least four, with eight being preferred and the preferred closed three-dimensional shape being a regular octahedron. The closed three-dimensional shape has a center point from which each vertex of each of the base triangles is equidistant, this distance being a geodesic radius. Each leg of each base triangle is then subdivided into N segments of equal length, N being at least two, with eight being preferred, thus defining N+1 segment endpoints or intersections along each leg. A line is then generated between each intersection and two corresponding intersections, thus defining N2 smaller triangles per base triangle.

Abstract: A Lightweight Pre-engineered prefabricated modular Building System comprised of prefabricated structural members and three prefabricated spacer plates which create the entire building main frame system. A multiple use principal structural member is utilized as top and bottom cords as well as end rungs for trusses and truss legs. The spacer plates are used to construct steep pitch building frames. Trusses are interchangeable anywhere in system. Eave peak members, purlins and girts are used to attach sheathing to the structural frame.

Abstract: A number of generally tri-lateral truss components or modules are interconnected with truss fasteners to construct a modular truss. Each tri-lateral member has three elongated chords, which may include first and second side chords and a base chord. Each chord has two opposing ends. A first end of the first chord is connected with a second end of the second chord, while a first end of the second chord is connected with a second end of the third chord, and a first end of the third chord is connected with a second end of the first chord. The three chords thereby define a generally tri-lateral member. A parallel chord truss may be built up of tri-lateral truss components by arranging a series of truss components in alternating upright and upside down orientations with adjacent side chords abutting one another. That is, a first truss component may be oriented in a first, upright position, while adjacent truss components are placed in an inverted, second, or upside down orientation.

Abstract: An elongate structural member of a steel truss. The structural member includes a web, a flange and a cap portion. The web includes a first web section and a second web section. The second web section extends angularly outwardly from a first surface of the web at a first longitudinal edge of the first web section. The flange extends laterally outwardly from the first surface of the web at a second longitudinal edge of the first web section. The flange is configured to be substantially perpendicular to the first web section. The cap portion extends outwardly from a second surface of the web at a distal longitudinal edge of the second web section. The cap portion is configured to be substantially parallel to the flange.

Abstract: A steel framed building construction (50) includes external wall frames (52, 54) and internal wall frames (57, 58) which support one or more planar ceiling frames (56). A roof structure includes one or more substantially planar roof frames (76, 78) extending substantially parallel to associated roof surfaces which the roof frames support. The roof structure further includes support means (70, 74) extending between the roof frames (76, 78) and the ceiling frames (56) to transfer the weight of the roof structure to the ceiling frames (56) to thereby distribute the combined weight of the roof structure and the ceiling frames (56) and the support means (70, 74) through the external and internal wall frames (52, 54, 57, 58). A new roof structure is also claimed. A construction methodology whereby the wall frames, the roof frames and the roof support frames are all constructed from the same steel section is also claimed.

Abstract: A method for manufacturing a wooden roof truss having a bottom chord and at least one upper chord obliquely disposed relative to the bottom chord, with the upper chord and the bottom chord being connected by at the least one web via nail-plated joints, the method including the steps of: designing a plurality of web designs having tapered end shapes at each end thereof and being of discrete web lengths at increments between minimum and maximum web lengths, the plurality of web designs, tapered end shapes and discrete web lengths being predetermined without knowing shape, pitch and span of said wooden roof truss to be manufactured; engineering a truss design for the wooden roof truss taking into consideration the plurality of web designs and the shape, the pitch and the span of the wooden roof truss to be manufactured by selecting at least one of the plurality of web designs for the truss design; and assembling the upper and bottom chords and webs by securing joints created by the upper and bottom chords and th

Abstract: A cross-bracing kit for laterally spacing and bracing open web structural supports comprises at least two clips wherein each clip includes an attachment portion for attaching to the truss member and has a first finger and a second finger extending from the attachment portion in a cantilevered fashion. The fingers define a channel therebetween and each finger includes a nib at a free end of the finger. The nibs face each other and define an opening between the ends of the nib that is narrower than the channel defined by the fingers. The kit further includes at least one cross-brace which has a channel-like cross section that includes a first leg and a second leg connected at their respective bottoms. The cross-brace further includes at least two notches in a bottom of the brace wherein a distance corresponding to a desired spacing of adjacent supports separates the notches.

Abstract: The invention relates to a roof construction, assembled from aluminium alloy extrusions and sections which may be cut on site to the appropriate dimensions. There is a ring beam, made from a channel and a ridge member in the form of a central extruded aluminium alloy central box member, the channel and member being essentially of the same section. Thus a relatively small number of different extrusions are required.

Abstract: The invention is directed to a lightweight steel frame system having end nailed connections where lightweight steel structural members frame into support members. The end nailed connection is made by driving fasteners through the support member and directly into the connection end of a lightweight steel structural member without the need for using additional connection hardware. Where the lightweight steel structural member is a roof or floor truss, the support member may include a leveling member to facilitate positioning each roof truss at an elevation set point to produce a level roofline along the finished structure.

Abstract: A reticulated dome structure (20) has an inner structural network (24) and an outer structural network (26). Each network has structural members (34, 38) connected at junctions (36, 40) to form various shapes of dome structures including: vault, vault with rounded ends, triangular, stadium, intersecting vault, and spherical. The junctions have two plates (54, 56) with the structural members fastened (68) therebetween to form moment bearing junctions. Tubular braces (32) are connected according to a desired plan between outer network junctions and inner network junctions to establish a desired substantially parallel spacing between the networks and to transfer loads locally between the networks. The network members subdivide outer and inner surfaces into polygonal areas which are of a uniform kind in the outer network. The outer network openings can be closed by closure panels (29, 170) which laterally stabilize the outer network members to which they are connected and structurally enhance that network.

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: A prefabricated wood truss with pre-braced compression webs comprising a pre-installed wood truss having at least one reinforcing brace attached along at least a portion of a length of an interior wood web member structured to be placed in compression.

Abstract: A roofing truss (3) has an end plate (10) for engagement against a flange (1a) of a supporting I-beam (1). To aid assembly of the truss and I-beam and to locate the same after assembly the upper end of the plate (10) carries on the surface to face the I-beam a bifurcated guide means (11, 12) arranged to extend over the upper portions of the flange (1a) and to engage on either side of a central web (1b) of the I-beam (1).

Abstract: A reinforced truss includes a pre-existing top chord and a pre-existing bottom chord, a reinforcing top chord, first and second reinforcing chord heel plates, each of the reinforcing chord heel plates having a plate, a reinforcing truss bracket attached to a first end of the plate, at least one slotted aperture disposed on the plate and spaced to approximately match a pre-existing bolt pattern of the pre-existing truss, and a tie rod bracket. The ends of the reinforcing top chord are captured in the reinforcing truss brackets of the reinforcing chord heel plates. A tie rod is connected to the tie rod brackets of the first and second reinforcing chord heel plates. The slotted aperture allows for the tie rod to be adjusted, thereby adjusting the loading on the reinforcing top chord.

Abstract: A top chord profile of a roof truss chord has inwardly depending ends at the mouth area of the chord and trapezoidal flanges resulting in stronger chords. The chord profiles can be connected to each other at mitered ends using a connecting plate at a ridge in a manner that allows absorption of the compressive forces at the ridge.

Abstract: An eave connection assembly for a structural frame for a building which includes a sidewall stud having an outer vertical member and an inner vertical member. The eave connection assembly includes a truss with an end portion that has a generally vertically extending end member and a haunch plate secured to the end portion which has a predetermined vertical extent for attachment to the inner vertical member of the sidewall stud at a selective vertical position. An eave bracket is provided which has a generally vertically extending post having a predetermined vertical extent for attachment to the end member along a portion of the vertical extent of the post, and for attachment to the outer vertical member of the sidewall stud along another portion of the vertical extent of a post at a selective vertical position.

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: A method of producing a cambered composite joist and concrete panel assembly, and the assembly so produced, comprising the steps of providing a negatively cambered casting mold, positioning at least one negatively cambered composite joist with a bottom chord joined to a web member having non-attached top apices into the mold such that the top apices rest within the mold, pouring concrete into the mold and allowing it to harden to form a cambered concrete panel with the joists extending from the panel, removing the assembly from the mold and inverting it such that the precast camber in the panel flattens out from the effects of the weight of the panel and creep during final curing.

Abstract: A structural section for use in frame construction where the section includes a horizontal segment and a pair of spaced apart legs. Each leg has a first end portion attached to the horizontal segment, a second end portion opposite the horizontal segment, and a flange that extends inward from the second end portion toward the center line of the structural section. Each leg further includes a longitudinal surface located between the first end portion and the second end portion. The longitudinal surface is positioned inboard of the flange so that the distance between opposed flanges that extend along each leg of the structural section is greater than the distance between opposed longitudinal surfaces that extend along each leg of the structural section.

Abstract: An assembly of trusses fabricated of sheet metal wherein the lower chord of a supported truss is connected to the lower chord of a supporting truss by a connector formed of sheet metal with the supported truss at an angle to the supporting truss, and connectors for making the connection.

Abstract: A beam member for use in construction, particularly as a waler in concrete form assemblies, and a method of producing the same. The beam member is flexible to a preselected curvilinear shape and adapted to be held in said preselected curvilinear shape, and includes a flexible face and a plurality of flange members secured to and upstanding from the flexible face, the flange members being arranged side-to-side in two rows, one each of which rows is adjacent a corresponding one of opposing sides of the flexible face. Each of the flanges has a terminal end section extended parallel to the flexible face and is separated from an adjacent flange by a distance which increases from the attachment of the flange at the flexible face to said terminal end section whereby the beam member is laterally flexibly movable to conform to a preselected curvilinear shape. A strap is secured to the terminal end section of the flanges to maintain the preselected curvilinear shape of the beam member.

Abstract: A truss fastener for fastening a chord to a tubular member comprises a head and a shank extending from the underside of the head and terminating at a self-drilling distal tip. The shank comprises proximal and distal portions, each having a spiral buttress thread, that are separated by an unthreaded shaft portion. The length L.sub.1 of the self-drilling tip and the distal, shaft and proximal portions of the shank L.sub.2, L.sub.3, L.sub.4 are selected such that L.sub.2 +L.sub.3 is greater than the diameter of the tubular member cavity, L.sub.1 +L.sub.2 is less than the diameter of the tubular member cavity, and L.sub.2 and L.sub.3 are each greater than the total of the thickness T.sub.1 of the wall of the tubular member and the thickness T.sub.2 of the wall of the chord T.sub.1 +T.sub.2. Preferably L.sub.4 is also greater than T.sub.1 +T.sub.2. During installation, the shaft portion freely rotates within the entrance holes in the chord and tubular member as the self-drilling tip drills the exit holes.

Abstract: A method of attaching to at least one bearing beam of a building. A clip with a blocking tab is attached to the bearing beam, and a roof assembly with two pivotally attached frames is unfolded and lowered. Each frame has a blocking member, and the roof is lowered so that the blocking member contacts the blocking tab and restrains the roof assembly from unfolding further. A roof has two parallel bearing beams, clips attached to each bearing beams, and a roof assembly. Each clip has a ramp and a blocking tab. The roof assembly has two pivotally attached frames, and each frame has a rafter and a blocking member. Each rafter rests on a ramp, and each blocking member is attached to a blocking tab.

Abstract: A generally triangular truss, comprising a horizontal chord and a pair of inclined chords. The inclined chords are joined at an apex, and the horizontal chord extends between the inclined chords to form a base of the generally triangular truss. A pair of vertical ties extends between the inclined chords and the horizontal chord, and a horizontal tie extends between the two inclined chords. The chords and ties define therebetween a space in which to construct a living area. The joints between the chords and ties are defined by holes extending through the chords and ties, with the pins extending through adjacent ones of the holes to create pinned joints.

Abstract: The invention relates to a prefabricated joint structure for joining an essentially wooden elongated beam (2) or similar to at least one other beam (2) over a predetermined length (A) of a relatively short joint portion (4) in the beam, the joint (1) being accomplished by pins, bolts or the like (5) penetrating the beam or beams. In each joint there are at least two jointing in a direction transverse to the main gain of the beam. The joint structure further comprises a metal nail plate (6), having a plate plane transverse to the length (T) of the jointing and whose nails (7) protrude from the plate plane and are embedded in the beam wood.