Abstract: Provided are a stiffener for connecting a prestressed concrete beam and a method of constructing a structure using the same, in which the beam such as the prestressed concrete beam which is covered with concrete is connected to a target structure including a column structure or a girder. The stiffener is made up of a buried stiffener, an end face stiffener, and a joint stiffener, thereby enabling simple connection, excellent stress transmission, and very efficient construction of (building) structures.

Abstract: A device for use at construction sites, the device having a plurality of brackets for quickly and easily mounting the device on building studs and for supporting a length of material, such as a two by four, and wherein two or more of the devices can be mounted on neighboring building studs to create a work or work surface supporting apparatus.

Abstract: Wall and floor connection arrangements. In various embodiments, a first a joist rim is coupled to the flanges of at least some vertically extending studs such that an upper rim flange of the first joist rim is substantially coplanar with a portion of an upper track of the wall. A second joist rim is coupled to another lateral flange of at least some of the vertically extending studs such that an upper rim flange of the second joist rim is substantially coplanar with a portion of the upper track and the upper rim flange of the first joist rim. A plurality of first joists may be coupled to the first rim and plurality of second joists may be coupled to the second rim. A floor deck may be received on the upper track as well as the upper flanges of the first and second joist rims.

Abstract: A hanger for supporting joists or beams in insulated concrete formwork (ICF) systems has two parallel side plates having inner and outer sections, plus an L-shaped support member comprising a horizontal leg extending between the lower edges of the outer sections of the side plates, and an upward-extending vertical leg which demarcates the inner and outer side plate sections. The inner sections of the side plates are passed through slits in one insulation panel of an ICF wall-forming system, until the support member's vertical leg abuts the outer face of the insulation panel, leaving the side plate inner sections extending partially into the formwork cavity. The joist or beam to be supported may be set on the horizontal leg of the support member either before or after the concrete wall is cast.

Abstract: A connector sleeve 22 is disclosed for connecting two beams 2,4 together in the construction industry which is quick and easy to use and which may be moved or removed if required. The sleeve 22 comprises opposing walls 25,26 for receiving the end portions of two beams 2,4 therebetween and clamping means 32 integrally mounted on one of the opposing walls 25,26. The clamping means 32 is configured to releasably engage the beams 2,4 in use so as to fix their location relative to each other. A modular connection assembly for connecting two beams is also disclosed herein.

Abstract: A floor system includes a pair of joist rim assemblies each having a web defining a first surface. The web also includes a mounting portion defining a second surface offset from the first surface. The joist rim may also include a prong defining a slot along with the web. A joist connector bracket is received within the slot and is connectable to the mounting portion of the web. A joist extends between the pair of joist rim assemblies and is connected to the joist connector bracket of each joist rim assembly.

Abstract: Various floor and wall constructions are disclosed. One embodiment includes a second vertical wall supported over a first vertical wall. One or more joist rims may be attached to the first vertical wall and pluralities of joists may be attached to the joist rims. Decking material may be supported on the plurality of joists. The second vertical wall may be fabricated from spaced second studs that extend between a top track and a bottom track. The bottom track comprises a web and two upstanding legs. The ends of the second studs serve to define open areas within the bottom track between the respective stud ends. A cementitious material may be applied onto the decking material and into the open areas within the bottom track to form the floor surfaces and barriers within the open areas.

Abstract: Apparatus and methods for spacing, securing, and stabilizing I-joists at their ends, and insulating and structural enhancing I-joist assemblies, are provided around the perimeter, or in the interior, of a floor or ceiling where ends of I-joists are located. Insulated blocking panels may comprise an insulating portion that provides a high-R-value and a structural portion which may comprise vertical panel(s) and optional integral support blocks that provide a profiled end surface for extending to the web of the I-joists. Alternatively, insulated blocking panels with flat, vertical end surfaces may be used with field-installed support blocks, or insulated blocking panels with profiled end surfaces may be used without any support blocks. The support blocks or profiled end surfaces of the insulated blocking panels extend to the web of each I-joist, to fill in the space between the I-joists near the I-joist ends, including a substantial amount of the space immediately adjacent the web of each I-joist.

Abstract: A floor beam assembly, system, and method for installing floor beams within a structure are provided. According to one embodiment, a floor beam assembly for installing a floor beam within a structure is provided. The assembly includes at least one floor beam and at least one floor beam bracket attached to a respective floor beam. The assembly also includes at least one pivot arm pivotally attached to the structure. In addition, the assembly includes a pad attached to the at least one pivot arm, wherein the at least one pivot arm is configured to pivot the pad to a position proximate to a respective floor beam bracket to be attached thereto.

Abstract: A device for connecting beams and pillars or similar structural elements, particularly for prefabricated concrete structural elements, comprising a bracket, which forms, when installed, by means of its upper face, a support for the beam, and a first connection for connecting to the pillar the end of the bracket that is designed to be directed toward the pillar, the device further comprising a second connection for connecting a region of the bracket, spaced from the end directed toward the pillar, to a region of the pillar located above the bracket and arranged on the side of the pillar that lies opposite with respect to the side that bears the bracket.

Abstract: A truss bearing supports a web-type construction truss and has an elongated metal member that is secured along its length to the primary supporting chord of a truss. The truss bearing can include a pair of substantially parallel spaced-apart elongated wooden members sandwiching the metal member extending along and secured to the bottom of the primary chord, with the metal member adhesively secured to the primary chord through being adhesively secured to the pair of wooden members. An optional metal bearing plate can be substantially rigidly secured to the bottom surface of the elongated metal member near one or both ends of the truss, forming therewith a T-shaped cross-section, and can be welded to a supporting member of a larger structure using metal-to-metal connection. The bearing plate can have an angled extension affixed to the first diagonal truss member.

Abstract: The present invention is a raised floor assembly efficiently connecting a pre-fabricated shear wall to a foundation in applications other than slab-on-grade. The raised floor assembly includes an engineered wood material block machined to accept a connecting rod therethrough. The raised floor assembly also includes a connecting rod that is configured to attach at one end to a pre-fabricated shear wall and is coupled at the other end to an anchor bolt. Additionally, a transfer plate may be positioned between the pre-fabricated shear wall and the top of the engineered wood material block. The transfer plate provides a bearing surface for the pre-fabricated shear wall and helps maintain connecting rod alignment. A transfer plate may also be provided underneath the engineered wood material block and above the foundation. Additionally, a variety of spacers may be provided between the bottom of the engineered wood material block and the foundation.

Abstract: An adjustable connector with a rounded, concave seat and matching washer, a connection and a method of making a connection that ties a first building structural member to a second building structural member in conjunction with fastener means and an anchor member, especially a girder truss to the supporting wall in conjunction with screws and an anchor rod.

Abstract: A three-piece insulated rim board for use in a building structure comprises first and second elongate structural layers and an intermediate elongate insulating layer sandwiched between and bonded to the first and second structural layers.

Abstract: A highly protective firewall (13) supported between upstanding columns or beams (15). The firewall is made of an inorganic cementitious material which is preferably inorganic phosphate cement. In one form, the firewall comprises a group of vertically stacked panels (14) made of such material, and the panels are in turn formed by a plurality of elongated and vertically stacked hollow members (21) of the same material.

Abstract: A joist comprised of at least one cold-formed steel elongated chord member; a cold-formed steel web having a plurality of web members and means for securing said web to said chord member. A plurality of joists are generally for use in a support system for a platform or a deck in the construction of floors and roofs. The support system is of particular use in a composite floor and roof systems.

Abstract: A metal building includes a joist system having upper and lower longitudinally extending chords, the upper and lower chords being substantially parallel, and a plurality of web members interposed between the parallel chords. Each of the chords includes an upper chord segment, opposed parallel side walls, inwardly extending lower chord segments, the lower chord segments being parallel to the upper chord segment, and a pair of flanges extending downwardly from the innermost edges of lower chord segments, the flanges defining a longitudinally extending continuous web receiving aperture traversing the length of the chord, the upper chord segment, lower chord segment, parallel side walls and flanges, the web receiving apertures of the upper and lower chords being positioned in opposed relationship.

Abstract: An improved connector and connection formed with a seat member that is stiffened by first and second reinforcing flanges and first, second and third back wall members. When used as a hanger, the connector includes a seat member, first, second and third backwall members which are connected to a supporting girder and first and second side members are connected to the seat member. First, second, third and fourth flange arms integrally connected to the third back wall member are connected to up to four supported wood trusses or supported wood framing members which rest on the seat member.

Abstract: A floor system includes a pair of joist rim assemblies each having a web defining a first surface. The web also includes a mounting portion defining a second surface offset from the first surface. The joist rim may also include a prong defining a slot along with the web. A joist connector bracket is received within the slot and is connectable to the mounting portion of the web. A joist extends between the pair of joist rim assemblies and is connected to the joist connector bracket of each joist rim assembly.

Abstract: A column-and-beam join structure comprises connecting the column and beam with a pair of split tees. At least one split tee has a web with a portion of the web having a reduced cross-sectional area. The web with the reduced cross-sectional area is located between a flange of the beam and a buckling restraint. The buckling restraint is connected to the flange of the beam with bolts. The sides of the bolts are in the proximity to the side surface of the portion of the web of the split tee having the reduced cross-sectional area. Annular members may be arranged surrounding portions of the bolts that are in proximity to the side surface of the portion of the web having the reduced cross-sectional area.

Abstract: Apparatus and methods for spacing, securing, and stabilizing I-joists at their ends, and insulating and structural enhancing I-joist assemblies, are provided around the perimeter, or in the interior, of a floor or ceiling where ends of I-joists are located. Insulated blocking panels may comprise an insulating portion that provides a high-R-value and a structural portion which may comprise vertical panel(s) and optional integral support blocks that provide a profiled end surface for extending to the web of the I-joists. Alternatively, insulated blocking panels with flat, vertical end surfaces may be used with field-installed support blocks, or insulated blocking panels with profiled end surfaces may be used without any support blocks. The support blocks or profiled end surfaces of the insulated blocking panels extend to the web of each I-joist, to fill in the space between the I-joists near the I-joist ends, including a substantial amount of the space immediately adjacent the web of each I-joist.

Abstract: A floor system includes a pair of joist rim assemblies each having a web defining a first surface. The web also includes a mounting portion defining a second surface offset from the first surface. The joist rim may also include a prong defining a slot along with the web. A joist connector bracket is received within the slot and is connectable to the mounting portion of the web. A joist extends between the pair of joist rim assemblies and is connected to the joist connector bracket of each joist rim assembly.

Abstract: A wooden member support retrofit system includes a wooden member support having a support base and a wooden member supported by the wooden member. The system also includes a shim disposed in a space formed between the base and the wooden member due to relative movement of the base and the wooden member over time. A process of retrofitting a wooden member support system includes measuring a space formed between a base of a wooden member support and a wooden member due to relative movement of the base and the wooden member over time. The system includes selecting a shim and placing the shim in the space formed between the base and the wooden member.

Abstract: A structural connector for connecting first and second structural members has a substantially planar first flange and an embossment in the first flange, and the embossment in the first flange is formed with first and second sections, the first section generally extending uniformly to a first level above the top surface of the substantially planar first flange, that is different from a level to which the second section generally uniformly extends, the first and second sections being joined to each other at a distinct transition portion where the embossment sharply descends from the level of the first section to the level of the second section. The structural connector can be made with a bend that forms a first member adjacent the first flange and the embossment can extend through the bend into the first member.

Abstract: A truss bracket for connecting a roof to a shipping container includes an initially flat rectangular sheet of material in which is formed a longitudinally extending fold line that divides the sheet of material into a first part and a second part that are disposed at a predetermined angle relative to one another when a fold is formed in the fold line. The first part is adapted to be secured to a vertical wall of a shipping container and the second part is adapted to be engaged to a roof. A plurality of flanges are stamped from the second part and are folded out at a ninety degree angle relative to the plane of the second part to enable connection of the second part to the roof. A house is made by joining plural shipping containers together and securing a roof to the shipping container by using the truss bracket.

Abstract: An apparatus for supporting a plurality of joists. In one embodiment, the apparatus may include a joist rim having a web and first and second rim legs extending substantially perpendicularly from the web. The apparatus may also include at least one opening through the web and a joist attachment tab integrally formed in the web adjacent each opening. Each of the joist attachment tabs may extend from the web at an angle relative to the web. The apparatus may include at least one reinforcing rib corresponding to each tab and provided in the web adjacent to the corresponding tab.

Abstract: A metal building includes a joist system having upper and lower longitudinally extending chords, the upper and lower chords being substantially parallel, and a plurality of web members interposed between the parallel chords. Each of the chords includes an upper chord segment, opposed parallel side walls, inwardly extending lower chord segments, the lower chord segments being parallel to the upper chord segment, and a pair of flanges extending downwardly from the innermost edges of lower chord segments, the flanges defining a longitudinally extending continuous web receiving aperture traversing the length of the chord, the upper chord segment, lower chord segment, parallel side walls and flanges, the web receiving apertures of the upper and lower chords being positioned in opposed relationship.

Abstract: A metal building includes a joist system having upper and lower longitudinally extending chords, the upper and lower chords being substantially parallel, and a plurality of web members interposed between the parallel chords. Each of the chords includes an upper chord segment, opposed parallel side walls, inwardly extending lower chord segments, the lower chord segments being parallel to the upper chord segment, and a pair of flanges extending downwardly from the innermost edges of lower chord segments, the flanges defining a longitudinally extending continuous web receiving aperture traversing the length of the chord, the upper chord segment, lower chord segment, parallel side walls and flanges, the web receiving apertures of the upper and lower chords being positioned in opposed relationship.

Abstract: A removably mountable ornament assembly as a temporary or permanent fitting to a wall and/or ceiling is provided. The ornament may be a cornice or skirting board, and a bracket is provided for releasably engaging and mounting the cornice or skirting board to a wall and/or ceiling. The arms of the bracket each terminate in mating portions that releasably engage respective complementary channels in the cornice. The ornament assembly provides an alternative to traditional plaster cornices and may be mounted to cover an existing cornice or moulding.

Abstract: A foundation haunch assembly used for attachment to a foundation wall and a method of making the haunch assembly using a concrete block machine. The haunch assembly includes a concrete haunch having an upper portion, a center portion and a lower portion. The upper portion of the haunch includes a flat top surface adapted for receiving a portion of a pre-cast concrete slab, stairs, stoops, poured in place concrete slab or other building structure thereon. Also, the upper portion includes an internal horizontal metal support rod along the length thereof. One end of the support rod is threaded to one end of a threaded coupling. The foundation haunch assembly also includes a variable length foundation bolt with a threaded end threaded into an opposite end of the threaded coupling. The foundation bolt is adapted for receipt through a hole in a portion of a vertical foundation wall. An opposite threaded end of the foundation bolt is attached to a nut.

Abstract: A system and method of panelized construction for use in construction of a building module, such as a residential housing addition. A plurality of pre-fabricated panels, such as wall panels, roof panels, floor panels, and ceiling panels may be provided to decrease on-site building time. The panels may comprise one or more covering layers pre-installed on a frame. The panels may also comprise pre-installed insulation or other core materials. The panels may further comprise a pre-installed portion of a house system, such as an electrical system. Additionally, the panels may comprise pre-installed windows, doors, or skylights. The panels may be designed to meet the residential building code requirements of one or more jurisdictions to decrease permitting time and inspection delays. The panels and other materials may be included in a building kit for a building module to be constructed by contractors or do-it-yourselfers.

Abstract: An engineered perimeter rim board with machined or otherwise-formed modular recessed receptacles receives and secures I-joists and other manufactured joists at pre-designated spaces along the length of the rim board. The rim board provides pre-measured joist securement locations and structural enhancements by “locking” the joists into position. Receptacles machined/cut into the rim board may be of various shapes, such as a rectangular recess with a flat planar back wall, a profiled recess with curved top and bottom compartments, and/or an angled recess wherein two sidewalls converge to create a recess without a back wall for receiving joists at positions other than perpendicular to the rim board. The preferred 90-degree receptacle profile provides an I-joist web receiving slot for additional lateral support to help prevent joists from buckling, twisting or rolling over.

Abstract: A metal building includes a joist system having upper and lower longitudinally extending chords, the upper and lower chords being substantially parallel, and a plurality of web members interposed between the parallel chords. Each of the chords includes an upper chord segment, opposed parallel side walls, inwardly extending lower chord segments, the lower chord segments being parallel to the upper chord segment, and a pair of flanges extending downwardly from the innermost edges of lower chord segments, the flanges defining a longitudinally extending continuous web receiving aperture traversing the length of the chord, the upper chord segment, lower chord segment, parallel side walls and flanges, the web receiving apertures of the upper and lower chords being positioned in opposed relationship.

Abstract: A pre-manufactured joist and beam support for concrete walls to be poured, particularly those utilizing a permanent, secondary non-structural material as forms essentially adjacent to the concrete, comprised of a U shaped rigid member, rigid anchor members extending therefrom and so as to cause a sufficiently large hole to be created in the secondary material in which the support is inserted and which essentially does not interfere with the flow of concrete being poured.

Abstract: The present invention provides a column-and-beam join structure which absorbs energy caused by a large earthquake or the like by split tees surely yielding at a prescribed value, does not cause other members to fracture, and thus makes it possible to replace only the split tees which have become unusable, and, more specifically, a column-and-beam join structure constructed by attaching and connecting, using bolts 9, the ends 8a of both the upper and lower flanges 8 of a steel beam (H-shaped steel beam) 7 between the webs 6 of a pair of upper and lower split tees 4 the flanges 5 of which are connected to a steel column 1 using bolts 3. The upper limit of the yield stress of the steel material used for the split tees 4 is defined to be not more than twice the lower limit thereof.

Abstract: An apparatus for supporting a plurality of joists. In one embodiment, the apparatus may include a joist rim having a web and first and second rim legs extending substantially perpendicularly from the web. The apparatus may also include at least one opening through the web and a joist attachment tab integrally formed in the web adjacent each opening. Each of the joist attachment tabs may extend from the web at an angle relative to the web. The apparatus may include at least one reinforcing rib corresponding to each tab and provided in the web adjacent to the corresponding tab.

Abstract: A novel system for constructing smooth-faced metal framing and novel connectors therefore. The system and connectors of the present invention utilize metal framing members or wall studs that demonstrate a U-channel configuration having a base, sidewalls, and marginal lips that extend inward from the sidewalls, and similarly configured framing tracks having a recessed channel along the sidewalls thereof. A variety structurally related connectors, comprising at least a connector body, lip and base flange are described. These connectors are capable of interconnecting metal framing members and tracks performing all framing functions including, without limitation, floor and ceiling joists, top and bottom plates, roof rafters, roof rims, window sills, trusses, headers and wall studs. The connectors lock into place within the member or track and are secured from the inside using fasteners applied into the non-surface aspects of the stud.

Abstract: A baseboard assembly for covering lengths of wire behind a baseboard surface. The baseboard assembly has a wire channel and board support member attached to the wall. This member has an outwardly facing wire channel and a baseboard holding bar along its top edge. A baseboard is held to the wire channel and board support member by lowering a tongue and groove in the baseboard into a matching tongue and groove in the wire channel and board support member. The baseboard has a face which extends over the wire-containing channel. The baseboard may be cut and various outlet accessible fittings formed in an insert along the baseboard.

Abstract: An apparatus for supporting a plurality of joists. In one embodiment, the apparatus may include a joist rim having a web and first and second rim legs extending substantially perpendicularly from the web. The apparatus may also include a plurality of joist attachment tabs integrally formed in the web. Each of the joist attachment tabs may extend from the web at an angle relative to the web and form a corresponding opening in the web. The apparatus may include at least two reinforcing ribs between at least two adjacent openings. In another embodiment the apparatus may include joist locator tabs not attached to the joists.

Abstract: The present invention is a pin-fuse joint generally utilized in a beam-to-column joint assembly subject to extreme seismic loading. The pin-fuse joint resists bending moments and shears generated by these loads. The joint is comprised of standard structural steel building materials, but may be applied to structures comprised of structural steel, reinforced concrete, and or composite materials, e.g., a combination of structural steel and reinforced concrete. The beam-to-column assembly is comprised of a column and a beam and a plate assembly that extends between the column and the beam. The plate assembly is welded to the column and is attached to the beam via the pin-fuse joint. The pin fuse joint is created by a pin connection through the beam and the connection plates of the plate assembly at the web of the beam. Additionally, both the plate assembly and the beam have curved flange end connectors that sit flush against one another separated only by a brass shim when the beam and plate assembly are joined.

Abstract: The present invention is a pin-fuse joint generally utilized in a beam-to-column joint assembly subject to extreme seismic loading. The pin-fuse joint resists bending moments and shears generated by these loads. The joint is comprised of standard structural steel building materials, but may be applied to structures comprised of structural steel, reinforced concrete, and or composite materials, e.g., a combination of structural steel and reinforced concrete. The beam-to-column assembly is comprised of a column and a beam and a plate assembly that extends between the column and the beam. The plate assembly is welded to the column and is attached to the beam via the pin-fuse joint. The pin fuse joint is created by a pin connection through the beam and the connection plates of the plate assembly at the web of the beam. Additionally, both the plate assembly and the beam have curved flange end connectors that sit flush against one another separated only by a brass shim when the beam and plate assembly are joined.

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: 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: A joist-positioning device includes a multi-sided body, with one side formed with a joist-capture region. The joist-capture region can be made as opposing plates with a space between them. The plates are constructed so that they that have a certain tensioning quality that holds the device relative to a desired object such as the web of an I-joist.

Abstract: A method for strengthening a truss having a principal rafter and a plurality of struts coupled to the principal rafter, defining a frame structure of the truss. The method includes the use of a bracket which is coupled between the principal rafter and one of the struts. The bracket includes a channel arranged to receive and mount the rafter therein. A strut anchor is coupled to the channel and extends outwardly therefrom for anchoring the channel on an outermost strut defining an end of the truss. The bracket provides torsional support and load bearing support between the strut and the principal rafter.

Abstract: The present invention allows the planner of a multi-storey building project to remove concrete from the critical path of the structure and envelope completion. The system of the present invention accommodates various floor depths, conforms to alternative stud depths and, acts as a compression/tension member for a building during and after construction. The invention relies upon the use of cold-formed metal that is shaped to provide a ring beam which will accommodate the various criteria. A basic shape configuration has been generated to provide the most efficient utilization of materials. Simplifying installation for the many variable conditions that occur in buildings is therefore provided by this modular design, wherein designers and contractors can easily select and use specialized components to meet all design and construction requirements.

Abstract: A metal building includes a joist system having upper and lower longitudinally extending chords, the upper and lower chords being substantially parallel, and a plurality of web members interposed between the parallel chords. Each of the chords includes an upper chord segment, opposed parallel side walls, inwardly extending lower chord segments, the lower chord segments being parallel to the upper chord segment, and a pair of flanges extending downwardly from the innermost edges of lower chord segments, the flanges defining a longitudinally extending continuous web receiving aperture traversing the length of the chord, the upper chord segment, lower chord segment, parallel side walls and flanges, the web receiving apertures of the upper and lower chords being positioned in opposed relationship.

Abstract: A joist hanger used to attach a joist to a support member or header designed to minimize the noise caused by the rubbing of the members of the connection, during loading. The joist hanger includes a seat and a pair of side walls extending upwardly in spaced relationship therefrom to receive the end portion of an joist. The bottom of the joist rests on the seat, and the side faces of the joist extend upwardly therefrom in spaced relationship from the side walls of the hanger. Inwardly projecting guides formed in the side walls of the hanger, hold the joist at selected points, maintaining the spaced relationship between the sides walls of the hanger and the side faces of the joist. The inwardly projecting guides can be formed with embossed portions connected to the side walls of the joist. The joist hanger is also formed with back flanges and top flanges that are relatively narrow compared to the back flanges.

Abstract: A metal building includes a joist system having upper and lower longitudinally extending chords, the upper and lower chords being substantially parallel, and a plurality of web members interposed between the parallel chords. Each of the chords includes an upper chord segment, opposed parallel side walls, inwardly extending lower chord segments, the lower chord segments being parallel to the upper chord segment, and a pair of flanges extending downwardly from the innermost edges of lower chord segments, the flanges defining a longitudinally extending continuous web receiving aperture traversing the length of the chord, the upper chord segment, lower chord segment, parallel side walls and flanges, the web receiving apertures of the upper and lower chords being positioned in opposed relationship.

Abstract: The present invention provides a modular end shoe for a cold-rolled sheet steel joist having a Z-shaped shear connector top chord or a C or Z-shape in non-composite construction, comprising a bearing surface for bearing on a support for the joint end, and means for connecting the bearing surface to the web and top chord of the joist and fastening means connecting the modular end shoe to the top chord and to the web.