Abstract: An improved construction member or joist is disclosed that includes upper and lower chords connected by various members including first and second trimmable webs at either end thereof, which webs include end portions received in grooves in the upper and lower chords. Significantly, the profile of the end portions of the webs includes at least one notch or ridge that fits within a corresponding notch or ridge in the chord to provide a more secure attachment, even under unusual loading conditions. Supplemental webs are also provided that can be attached to the member at various locations to provide an additional degree of support only where needed.

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 centerline 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: Face plates 11 and 12 of a hollow shape member 10 are abutted against face plates 21 and 22 of a hollow shape member 20. Grooves 18 formed to said face plates 11 and 12 at the abutted region receive projections 28 formed to said face plates 21 and 22. A connecting plate 14 orthogonal to said face plates 11 and 12 is provided to the hollow shape member 10. There is no connecting plate orthogonal to face plates 21 and 22 disposed on the end of the hollow shape member 20. Friction stir welding heat causes the face plate 21 (22) to move toward the thickness direction of hollow shape members 10 and 20, but such movement is suppressed by the groove 18 and projection 28. Thereby, the abutted region is welded flatly. Since the hollow shape member 20 requires no connecting plate corresponding to plate 14, the welded members are light in weight.

Abstract: A method and apparatus for converting a post-style poultry house to a clear span style poultry house. The apparatus includes a truss assembly including a center truss section adapted to be mounted to the roof beams and first and second outer truss sections adapted to be secured to the center truss section. The trusses are installed without the removal of the roof and without removal of the drinker and feeder equipment of the existing post-style poultry house. In installing the trusses, first the center sections of the trusses are attached to the roof beams and then the upper ends of the outer sections are attached to the center sections. Then the lower ends of the outer sections of the trusses are secured to the poultry house footers. Once the truss sections are all secured to each other and secured to the footers, the posts are cut away and removed.

Abstract: A strut assembly includes a longitudinal member having a wall and at least a first substantially hollow end portion. A first threaded member is slidably mounted within the first end-portion and is capable of movement along a longitudinal axis of the threaded member between a retracted position and an extended position. The wall has at least a first access opening therein for providing access to the first threaded member. At least a first node is provided having at least one internally threaded radial bore therein which is configured to threadably engage the first threaded member in an extended position.

Abstract: An earthquake energy eliminator is constructed to include two bearing plates respectively disposed at top and bottom sides, the bearing plates each having a plurality of mounting holes, and a plurality of connecting plates connected between the bearing plates, the connecting plates each having respective top and bottom sides respectively fitted into the mounting holes of the bearing plates and at least one opening spaced between bearing plates.

Abstract: A framing assembly system for steel building that substantially reduces assembly time while maintaining excellent strength and mechanical integrity. In fabricating this type of building, foundation assemblies are first placed in concrete footings at a precise location in both the horizontal and vertical planes. Once the concrete has cured, columns are placed over the foundation assembly and bolted into place using pre-drilled holes in the columns and foundation assembly, thereby eliminating the difficult task of holding the columns erect while at the same time trying to precisely position the column in the horizontal and vertical planes. Trusses are connected to the top of the columns by means of bolts passes through pre-drilled holes.

Abstract: A structural system is comprised of two components. The first component is an I-shaped bearing member having an upper flange and a lower flange connected by a web. The upper and lower flanges have undercuts formed therein. The second component is a connection member having a notch in each corner for engaging the undercuts in the upper and lower flanges. The components of this system may be used to construct a structural component comprising a plurality of I-shaped bearing members positioned parallel to one another. A plurality of connection members interconnect the bearing members; the two upper notches of the connection member engage the undercuts in the upper flanges of two adjacent bearing members while the two lower notches engage the undercuts in the lower flanges of two adjacent bearing members. A method of constructing a structural component is comprised of positioning a plurality of bearing members parallel to one another.

Abstract: A system (100) for positioning and securing angularly directed structural support members (20) to a longitudinally extended structural member (30) of a building includes at least a pair of mounting devices (105, 105′, 105″) respectively mounted to at least one longitudinally extended structural member (30). Each mounting device (105, 105′, 105″) includes a base plate (110) having a plurality of pairs of fixing members (120, 120′, 120″) disposed in spaced longitudinal relationship. A space (118) between each of the pairs of fixing members (120, 120′, 120″) is provided for receiving the angularly directed structural support member (20) therein. Each of the fixing members (120, 120′, 120″) are formed by angularly directed C-shaped channel members. Each channel member has a central web portion (130) bounded on two vertically directed sides by a pair of flanges (132) expending in a longitudinal direction.

Abstract: A track arrangement for supporting wall studs is provided. The track arrangement includes a central longitudinal extension, first and second sidewalls and a first stud clip arrangement comprising a pair of stud clips. In a preferred embodiment, each clip comprises a portion of the sidewall bent inwardly, to form a cam surface and a stud ridge receiver. During use, the stud is forced toward the cam surface, bending the clip until a portion of the stud, specifically a stud ridge, is received in the stud ridge receiver. This will secure the stud in place, against undesired movement relative to the track. Wall assemblies are provided which preferably involve one such track arrangement positioned on the floor as a floor track, and one on the ceiling, as a ceiling track, with a stud extending therebetween. The wall framework assembly can be assembled as a slip track, or as a non-slip track.

Abstract: The present invention relates to prestressed composite truss girder and construction method of the same. The prestressed composite truss girder of the present invention comprises a concrete bottom plate having structure of composite truss; a lower-chord member being composed of prestressed concrete wherein prestress is induced to resist against the elongation strength generated when composing and not composing and to reduce the droop occurred at the state of composition and having perpendicular and horizontal cross-section of certain shape and certain length; web members wherein vertical chords and diagnal chords composed of rolled steel to upper plate of said lower-chord member; and upper-chord member combined with said web members along the longitudinal direction of said lower-chord member to resist against the compressive force generated before said concrete bottom plate being composed.

Abstract: A spanning or beam member for use in construction having a pair of opposing C-shaped flanges and a corrugated web. Laterally extended protrusions of the web strengthens the beam member by stiffening the web and increasing the load bearing forces that may be carried by the beam member without crushing. The C-shape of the flanges allows welding of the flanges to the protrusions of the web to reduce the unbraced and unstiffened size of the compression elements to allow for construction of beam members of a given strength out of thinner sheet material. An end plate secures to the opposing flanges and to the corrugated web interposed therebetween, providing a superior means for interconnecting the beam members.

Abstract: A resiliently flexible construction beam includes a pair of lateral flange portions and a web extending therebetween, preferably, but not necessarily, so as to present a cross-sectional profile corresponding to commonly used construction beam members (e.g., 2″×4″ or 2″×6″). The resilience of the beam helps to attenuate sound transmission through the beam from one lateral member to the other. In particular, in a wall frame, beams according to the present invention are mounted at opposite ends thereof to end plates. In one example, the end plates include slits into which the webs of the beams can be received. The resilient web according to the present invention is conveniently made from a unitary piece of material such as, for example, steel.

Abstract: The elongated box frame structure of the present invention comprises a plurality of frame segments attached to at least one end piece. Preferably, two end pieces are attached, one at each end of the plurality of frame segments. The plurality of frame segments are attached to the end piece such that a column-like structure is formed. The inner space defined within the frame segments is substantially free of webbing. Instead, structural strength and stability is achieved by the attached end pieces. The end pieces of one elongated box frame structure are capable of removably connecting with the end piece of other similar elongated box frame structures to achieve varying framing heights and other dynamic configurations.

Abstract: The elongated box frame structure of the present invention comprises a plurality of frame segments attached to at least one end piece. Preferably, two end pieces are attached, one at each end of the plurality of frame segments. The plurality of frame segments are attached to the end piece such that a column-like structure is formed. The inner space defined within the frame segments is substantially free of webbing. Instead, structural strength and stability is achieved by the attached end pieces. The end pieces of one elongated box frame structure are capable of removably connecting with the end piece of other similar elongated box frame structures to achieve varying framing heights and other dynamic configurations.

Abstract: A structural framework, method for forming the framework and web member for the framework are disclosed. The web member has a body and tabs at each end of the body bent at a predetermined oblique angle with respect to an axis of the body. The tabs can include an ancillary connector to temporarily locate and hold the web member in position until the web member is secured in place. The method for forming the framework comprises defining a theoretical connection point on at least one chord of the framework which provides structural integrity, and connecting a web member to the chords at a web member connection point spaced from the theoretical connection point.

Abstract: A jib is supported for its luffing movement by a luffing rope mounted to a longitudinally intermediate portion of the jib. The jib has a truss structure with upper and lower beam members respectively overhanging upward and downward of load action line which connects a lifting point with a support pin.

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: A structural member “(10)” comprises a generally Z-shaped cross section. Two flange members (14, 16) are bonded to opposite sides and opposite ends of a diagonal web “(12)”. Each flange member “(14, 16)” has one surface “(28)” which is bonded to the web “(12)” and at least two additional surfaces “(30, 32)” at right angles to one another. The cross section of the web is six sided, each end of the cross section including a side which is continuous with one of the right angled sides of its associated flange member and another side which acts as a side load bearing surface for the structural member.

Abstract: A track arrangement for supporting wall studs is provided. The track arrangement includes a central longitudinal extension, first and second sidewalls and a first stud clip arrangement comprising a pair of stud clips. In a preferred embodiment, each clip comprises a portion of the sidewall bent inwardly, to form a cam surface and a stud ridge receiver. During use, the stud is forced toward the cam surface, bending the clip until a portion of the stud, specifically a stud ridge, is received in the stud ridge receiver. This will secure the stud in place, against undesired movement relative to the track. Wall assemblies are provided which preferably involve one such track arrangement positioned on the floor as a floor track, and one on the ceiling, as a ceiling track, with a stud extending therebetween. The wall framework assembly can be assembled as a slip track, or as a non-slip track.

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: The structural wooden joist described comprises a lower chord, an upper chord, a plurality of connector members spaced along the joists and extending between the upper and lower chords, a plurality of plates attaching the connector members to the lower and upper chords and a laminated panel structure mounted at each end section of the joist. Each panel structure extends from an opposite end of the upper/lower chords to adjacent a first of the plurality of attachment plates and defines an uninterrupted surface which is formed of a series of elongated vertical planks secured edgewise to one another whereby the joist has opposite ends which are trimmable to provide one of reduced width.

Abstract: The structural wooden joist described comprises an elongated lower chord, an elongated upper chord and an openwork web structure joining the chords and consisting of a series of connector members formed of inclined branches and adhesively secured to the lower and upper chords. Each branch of a connector member is formed of at least two planks having contiguous sides adhesively joined to one another. The connector members define a series of triangular openings in the web structure.

Abstract: A support assembly comprising first and second parts, each part comprising a pair of spaced parallel elongate members (12, 14, 62), and a support arrangement (16) extending between the elongate members (12, 14, 62), the first and second parts being mountable together with the planes thereof inclined relative to each other and first ones of the elongate members (12, 62) aligned adjacent and parallel to each other such that the apex defined by the meeting of the first elongate members (12, 62) provides a first support surface, and opposite sides of the other elongate members (14, 62) define second spaced support surfaces.

Abstract: A boom attachment for a prime mover for lifting and setting trusses, walls, beams, and related structural components. The boom attachment for a prime mover includes a boom assembly including a prime-mover attachment assembly being adapted to mount to a prime mover, and also including a plurality of elongate support members, and further including transverse and cross members interconnecting the elongate support members; and also includes an extension assembly being movably and adjustably mounted to the boom assembly.

Abstract: The present invention provides an apparatus for spacing structural members, in particular roof trusses, during construction and for permanently bracing the same structural members. The apparatus comprises three longitudinal members with a top attachment tab at each end that is fastened to the top side of each structural member and a pair of flanges at each end that are fastened to the facing sides of each structural member. In particular, the apparatus includes portions that reinforce the ends of ends of the second and third longitudinal members. The apparatus is preferably made in a length that is standard for spacing roof trusses, most commonly a nominal 24″. This allows the apparatus to be attached to one roof truss, then another, and left to form permanent bracing over which roof sheathing can be laid.

Abstract: An improved framed structure incorporating a coupled-girder system provides enhanced seismic energy dissipation by as much as 30% over that provided by conventional yielding of the girders. The coupled-girder system includes a pair of spaced-apart girders coupled by one or more girder-to-girder links which are preferably vertical links. Energy dissipation takes place when the structure drifts beyond its elastic limit and the differential displacement of the pair of girders causes the web of each vertical link to shear yield. The links are proportioned to remain in the elastic regime under wind loads and moderate earthquakes as prescribed by building codes. Beyond the elastic limit, preferably the yielding in the links will take place prior to that in the girders. In this way, the links will be the first line of defense for dissipating seismic energy before the girders themselves.

Abstract: A system (100) for positioning and securing structural members (20, 30) to supporting walls (10) of a building includes at least a pair of mounting devices (105) respectively mounted to a pair of longitudinally extended laterally spaced building supporting walls (10). Each mounting device (105) includes a base plate (110) having a plurality of pairs of fixing members (120) disposed in spaced longitudinal relationship. A space (118) between each of the pairs of fixing members (120) is provided for receiving the structural member (20, 30) therein. Each mounting device also includes a pair of second fixing members (122) disposed adjacent opposing ends of the base plate (110). Each of the fixing members (120 and 122) are formed by vertically directed C-shaped channel members. Each channel member has a central web portion (130) bounded on two vertically directed sides by a pair of flanges (132) expending in a longitudinal direction.

Abstract: The present invention is directed to improved weight bearing elements and methods relating to same. Some such elements are contemplated as 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. Other elements may comprise a stiffened rim band having die cut tabs and stiffening ribs. Some such elements comprise pairs of die cut tabs positioned along the length of the member at intervals which are a fraction of the distance used in standard joist positioning. Other elements comprise one or more pairs of die cut tabs positioned directly opposite each other such that one tab is adjacent the top of the rim band while the corresponding tab is adjacent the bottom of the rim band.

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 structural member, e.g. a truss for erection of temporary structures, comprises a number of elongate elements disposed in spaced generally parallel relationship to one another with transversely extending elements therebetween, and an element extending longitudinally of the structural member has a formation extending lengthwise of it for engagement by an attachment member which is to be retained to the longitudinally extending element at any of a range of positions therealong. The attachment member may provide for connection of a safety element to the structural member, and be freely movable therealong in use.

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 joist (10) comprises an upper chord (12), a lower chord (14) and a plurality of compression and tension webs (16/18) extending between the chords (12/14) and secured thereto by means of bolts (50). A single bolt (50) per connection or nodal point is used to secure the compression and tension webs (16/18) to the chords (12/14). The metal joist (10) can easily be assembled in a shop or directly on site without highly qualified labor.

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 prefabricated modular wall panel brace is used in the construction of long wall for buildings. Each prefabricated modular panel brace is placed beside another framing component between a top plate and a bottom plate. Every other panel maybe inverted with respect to the adjacent panel so that the ends of a diagonal brace in each panel is adjacent to the diagonal brace in the adjacent panel. Each panel may have a movable/swiveling section to accommodate an angled portion of the wall. The modular wall panel brace may be used in single or multiple floor structures for either interior or exterior walls to provide shear or diaphragm bracing of the wall units of a building to provide bracing for wind or seismic loads.

Abstract: A hollow frame member is constituted by two face plates 11, 12 (21, 22) joined in a truss shape by ribs 13, 13A, 13B (23, 23A, 23B). End portions of one of the face plates 11 and 21 are positioned in the vicinity of an apex of the truss structure of the hollow frame member. End portions of the other of the face plates 12b and 22b have a projection extending toward the end portions of the face plates 11 and 21. The face plates 12b and 22b are joined by friction stir welding from an upper portion. Next, a connection member 30 is arranged between the ends of the face plates 11 and 21, and from an upper portion the friction stir welding is again carried out. Due to the presence of the ribs 13A, 13B (23A, 23B), the load during the friction stir welding time is easily supported. Since the truss structure is formed totally, a light weight structure with a high rigidity performance can be obtained.

Abstract: The present invention is directed to a truss system comprising first and second chords and a number of joists in bolted connection to form a load bearing structure. The first and second chords extend longitudinally in parallel alignment to form the beams upon which a load will be spread across. The first and second diagonal members of a joist are aligned at approximately 45 degree angles to the first and second chord, and perpendicularly to each other, to maximize the load bearing capabilities of the truss system. By utilizing a utility support grid to couple a first truss to a second truss, the present invention can support a load spread over a greater area.

Abstract: A channel construction beam, typically metal, comprises a plurality of chutes of rectangular cross-section perpendicular to the beam for receiving a plurality of generally rectangular building studs in sliding relation within the chute. The chute comprises two or more vertical guides on each chute side inward of the beam channel aligned on a line normal to the beam web. Opposing beam ridges projecting inward of the channel may comprise the chute alignment guides. In an alternative embodiment, the chute may comprise projections outward of the beam channel sized to receive a building stud or a stud tongue extending from the stud and running longitudinally along opposing stud sides. Wall board is combined with the beam to provide a fire-rated wall. The wall stud comprises a longitudinal slot in which a screw attached to the beam flange may slide without restricting vertical movement of the stud in the beam.

Abstract: The present invention an elongated metal construction panel for use in forming a portion of the vertical walls of a building structure by being fastened to an identical adjacent panel, the metal construction panel comprising a front portion co-extensive with the length of the panel; end plates co-extensive with the length of the panel disposed substantially normal to said front portion and extending from distal ends of said front portion, said end plates defining the depth of said panel; flanges co-extensive with the length of the panel and extending inwardly from distal ends of said end plate, wherein said flanges are spaced from and parallel to said front portion; and wherein said end plates include end troughs co-extensive with the length of the panel such that when metal construction panels are placed adjacent each other by bringing into contact said end plates, said end troughs form a bonding channel adapted and sized for pouring bonding agents therein thereby securely fastening adjacent panels together

Abstract: The invention relates to a reinforcing cage for a concrete element (1) comprising at least two layers of longitudinal armorings (C, T) maintained spaced from one another by transverse armorings (E).

Abstract: The present invention is a steel floor truss system for buildings, especially residential homes, wherein the truss includes a steel top member, or chord, extending between two vertical bearings. Typically, a vertical bearing is an inside (interior) or outside (foundation wall) steel stud, in which case, the steel chord is fastened to the top of the vertical steel stud, typically via a metal plate which overlaps and is screwed to both the chord and the stud. In some embodiments, however, a vertical bearing may be a concrete or cinder block (CMU) wall, and, in this case, the steel chord is fastened to the concrete or cinder block wall, for example, by being fastened to bolts extending up from the top or out from the side of the wall, or by interfitting into recesses made in the top of the wall.

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 sheet material attachment system including at least one longitudinal beam having a web, and at least one flange having first and second opposite sides, the web extending from the flange second side. A sheet material attachment element overlies the flange first side, the sheet material attachment element having a hardness which is less than the hardness of the flange. The sheet material attachment element is attached to the beam by a fastener, the fastener being substantially U-shaped and having a first leg which engages a side of the sheet material attachment element and a second leg which engages the flange second side. A piece of sheet material is anchored to the sheet material attachment element.

Abstract: A lattice girder supporting frame for mine and tunnel lining has a plurality of boom members arranged in parallel relative to each other, forming a triangle. The boom members are spatially connected to each other by straight braces arranged along the edges of a pyramid so as to form a truss brace. The braces are each welded to the boom members at the contact faces between a straight brace part and an upper boom and a straight brace part and a lower boom. The lower booms are connected to each other via cross-ties arranged at right angle relative to such booms and the cross-ties form two sides of the pyramid base surface wherein four comer points of the base are defined by the truss braces at the contact points between the lower booms and braces.

Abstract: A lattice girder supporting frame for tunnel lining includes upper and lower boom members arranged parallel to each other to form a triangle. Truss braces spatially connect the upper and lower boom members to each other, wherein each of the truss braces has straight brace parts angled relative to each other, and each of the straight brace parts is connected to each other at one end via a straight bridge piece. The truss braces are arranged in a symmetrical plane extending laterally from the upper boom member to an axis of the lower boom members. Cross ties extend at right angles relative to the lower boom members, for connecting the lower boom members to each other, wherein the truss braces abut the lower boom members without bending and are welded to the lower boom members.

Abstract: According to existing methods of frame building construction, a concrete foundation is formed on which wooden floor joists are laid. Walls are constructed on the foundation and floor using wooden wall studs, and a roof is constructed on the walls using wooden rafters, beams and trusses. These methods require skilled carpenters and high quality wood materials, both of which are increasingly expensive. There is therefore a need for a system for framing houses or other buildings which uses prefabricated steel framing and which is quick and easy to construct. The invention provides a prefabricated system for framing a complete building on a foundation. Folding telescopic framing units are used for vertical partitions and horizontal floor panels.

Abstract: The invention is particularly directed toward a structural member comprising an elongate metal flange having a pair of parallel side walls joined at one end by a transverse base wall to form a web receiving pocket. Each side wall has a plurality of raised teeth, each tooth having a body portion bent outwardly from the side wall along a first line transverse to the longitudinal direction of the flange, and a penetrating point portion at the free end of the body portion, bent along a second line parallel to the first line, to extend toward the socket. The invention is also directed toward a composite structural member employing the flange with a web having opposed edge portions. One edge portion of the web is mounted in the pocket of the flange and the teeth on the flange are pressed into the web to joint the web and flange together. The invention is further directed toward a method of making the composite structural member using the metal flange.

Abstract: A prefabricated structural system uses wall panels having a combination of cold rolled light gauge sheet metal and hot rolled tubular steel. Panels are stacked one on top of each other to form vertical wall assemblies and may be welded directly with their top and bottom members or include intermediate shear connectors. Shear resistance or resistance to lateral forces is provided by a single continuous metal sheet either flat or corrugated (a deck-type sheet) fastened to the steel studs or alternatively diagonal or V-shaped bracing. Connectors between the wall panels provide a gap for a continuous concrete floor. Vertical wall assemblies can be constructed with individual wall panels either on-site or off-site and then tilted up to form a completed building. The vertical assemblies are then connected together by connector beams or ladder frames.

Abstract: A method and apparatus for converting a post-style poultry house to a clear span style poultry house. The apparatus includes a truss assembly including a center truss section adapted to be mounted to the roof beams and first and second outer truss sections adapted to be secured to the center truss section. The trusses are installed without the removal of the roof and without removal of the drinker and feeder equipment of the existing post-style poultry house. In installing the trusses, first the center sections of the trusses are attached to the roof beams and then the upper ends of the outer sections are attached to the center sections. Then the lower ends of the outer sections of the trusses are secured to the poultry house footers. Once the truss sections are all secured to each other and secured to the footers, the posts are cut away and removed.

Abstract: The present invention relates to wall construction, and more particularly to a new and improved means for bracing parallel studs, draft dampening between parallel studs within interior wall structures, and anchoring hand rails and grab bars to walls using a single unitary device. A one piece elongated metal plate is inserted transversely between parallel metal studs to provide the largest percentage of closure between metal studs thereby forming a fire stop (also known as a draft dampener) within the completed wall assembly and simultaneously providing a metal backing for the installation of handrails and grab bars in conformity with requirement of the Americans with Disabilities Act and Uniform Building Code requirements. The insertion of this one piece elongated plate further serves to reinforce the strength of metal studs permitting the use of lighter gauge metal studs resulting in construction cost savings.