Abstract: Structural dovetail decking panel systems that utilize dovetail decking panels with a proximal edge having a proximal arm extending outwardly away from the dovetail decking panel, and a distal edge having a distal arm extending inwardly towards the dovetail decking panel. When adjacent dovetail decking panels are joined, the proximal edge having the proximal arm of a panel is placed over the distal end having the distal arm of the adjacent panel to create a dovetail sidelap. The proximal arm and/or the distal arm aid in restricting movement of the proximal edge and the distal edge of adjacent panels in order control the dimensions of a sidelap cavity and opening in the dovetail sidelap, which improves the strength of the dovetail decking panel systems, allows for the reduction of the thickness of the panels or number of couplings used, and/or allows for anchors to be utilized within the sidelap cavity.

Abstract: Structural dovetail decking panel systems that utilize dovetail decking panels with a proximal edge having a proximal arm extending outwardly away from the dovetail decking panel, and a distal edge having a distal arm extending inwardly towards the dovetail decking panel. When adjacent dovetail decking panels are joined, the proximal edge having the proximal arm of a panel is placed over the distal end having the distal arm of the adjacent panel to create a dovetail sidelap. The proximal arm and/or the distal arm aid in restricting movement of the proximal edge and the distal edge of adjacent panels in order control the dimensions of a sidelap cavity and opening in the dovetail sidelap, which improves the strength of the dovetail decking panel systems, allows for the reduction of the thickness of the panels or number of couplings used, and/or allows for anchors to be utilized within the sidelap cavity.

Abstract: A panelized system for structural decking systems. The panelized system has a plurality of joists operatively coupled together through one or more decking panels. In order to aid in resisting rollover (e.g., the joists rotating with respect to the decking panels and/or support members during installation) bracing members may be utilized. A bracing member may be operatively coupled to a joist (e.g., a lower chord of a joist, web, upper chord, or the like) and to the decking panel (e.g., location on the decking between two joists, such as the mid-point of decking between two joists, or the like). In this way, the joists may be supported directly to the decking instead of having to run cross-bracing (e.g., x-shaped, or the like) between each of the joists. Once the panelized system is assembled on the ground, the panelized system may be lifted into place and assembled to a building.

Abstract: The decking anchors have a web anchor and a flange anchor that are operatively coupled together. In an assembly position, the web anchor and the flange anchor may be oriented in the same plane. After insertion into the cavity of the decking, the flange anchor may contact the upper flange of the decking, the web anchor may be rotated (e.g., after moving vertically upward while the flange anchor remains stationary), the web anchor may engage the webs of the decking (e.g., after moving vertically downward while the flange anchor remains stationary), and a stop may be operatively coupled to the web anchor and the flange anchor, in order to secure the web anchor and the flange anchor to each other while the web anchor contacts the webs and the flange anchor contacts the upper flange to form an anchor within the decking that has loading resistance in all directions.

Abstract: A modular post-tensioned shear system having a plurality of modular sections stacked on top of each other. Each modular section having one or more hollow structural section (HSS) members and one or more form walls. Each modular section having a post-tensioning assembly within the one or more hollow HSS members forming an HSS post-tensioning assembly. The post-tensioning assembly having two or more conduit members (e.g., hollow tubes located within the stacked HSS members) coupled together through conduit couplings, two or more tensioning members (e.g., rebar, cables, or the like located within the conduit members) coupled together through tensioning couplings, and a tensioning lock (e.g., bearing member, locking coupling, or the like) that tensions the HSS post-tensioning assembly after installation. The modular structural shear system provides improved resistance to cyclic loading and/or improved assembly during construction (e.g., within new structures, retrofitting older structures, or the like).

Abstract: Decking hangers (e.g., strut hangers, flexible hangers, combinations thereof, or the like) are utilized along with keys (e.g., continuous keys, discontinuous keys, combination thereof, or the like) to hang decking components from structural decking (e.g., fluted steel structural decking, or the like). The decking hangers may be rigid and/or flexible, and include an adjustment that allows one end of the hanger to move with respect to another end. The keys may be continuous and run longitudinally parallel with the direction of the webs of the flutes of the decking. Alternatively, the keys may be discontinuous having a continuous side (e.g., continuous perimeter), or multiple sides, that enclose a corresponding connector at an end of a hanger. The keys provide different locations for installing the hangers and/or providing multiple (e.g., two or more) points of connection on at least one end of a single hanger.

Abstract: The decking anchors have a web anchor and a flange anchor that are operatively coupled together. In an assembly position, the web anchor and the flange anchor may be oriented in the same plane. After insertion into the cavity of the decking, the flange anchor may contact the upper flange of the decking, the web anchor may be rotated (e.g., after moving vertically upward while the flange anchor remains stationary), the web anchor may engage the webs of the decking (e.g., after moving vertically downward while the flange anchor remains stationary), and a stop may be operatively coupled to the web anchor and the flange anchor, in order to secure the web anchor and the flange anchor to each other while the web anchor contacts the webs and the flange anchor contacts the upper flange to form an anchor within the decking that has loading resistance in all directions.

Abstract: Structural dovetail decking panel systems that utilize dovetail decking panels with a proximal edge having a proximal arm extending outwardly away from the dovetail decking panel, and a distal edge having a distal arm extending inwardly towards the dovetail decking panel. When adjacent dovetail decking panels are joined, the proximal edge having the proximal arm of a panel is placed over the distal end having the distal arm of the adjacent panel to create a dovetail sidelap. The proximal arm and/or the distal arm aid in restricting movement of the proximal edge and the distal edge of adjacent panels in order control the dimensions of a sidelap cavity and opening in the dovetail sidelap, which improves the strength of the dovetail decking panel systems, allows for the reduction of the thickness of the panels or number of couplings used, and/or allows for anchors to be utilized within the sidelap cavity.

Abstract: The decking anchors may have a primary portion and a secondary portion that are operatively coupled together, such as through a fastener. The primary portion may comprise one or more primary projections (e.g., first and second primary projections) and/or the secondary portion may comprise one or more secondary projections (e.g., first and second secondary projections). In a first position adjacent projections may be retracted towards each other. In the first position the anchor may be installed into a cavity of the decking panel. The anchor may be rotated into a pre-installed position, and a force is exerted on the anchor such that the projections contact the webs of the decking. In response to continued force the projections move with respect to each other such that the anchor is moved into an installed position (e.g., the adjacent projections extend with respect to each other).

Abstract: A panelized system for structural decking systems. The panelized system has a plurality of joists operatively coupled together through one or more decking panels. In order to aid in resisting rollover (e.g., the joists rotating with respect to the decking panels and/or support members during installation) bracing members may be utilized. A bracing member may be operatively coupled to a joist (e.g., a lower chord of a joist, web, upper chord, or the like) and to the decking panel (e.g., location on the decking between two joists, such as the mid-point of decking between two joists, or the like). In this way, the joists may be supported directly to the decking instead of having to run cross-bracing (e.g., x-shaped, or the like) between each of the joists. Once the panelized system is assembled on the ground, the panelized system may be lifted into place and assembled to a building.

Abstract: Embodiments of the invention relate to structural panel systems, and in particular in-frame fluted panel systems. The in-frame fluted panel systems allow for improved strength and/or ductility within a reduced wall thickness by installing the fluted panels within the framing of the support members in various configurations. The in-frame fluted panel systems further allows for easier construction and lower costs than conventional systems that have fluted panels located outside of the support members.

Abstract: Decking hangers (e.g., strut hangers, flexible hangers, combinations thereof, or the like) are utilized along with keys (e.g., continuous keys, discontinuous keys, combination thereof, or the like) to hang decking components from structural decking (e.g., fluted steel structural decking, or the like). The decking hangers may be rigid and/or flexible, and include an adjustment that allows one end of the hanger to move with respect to another end. The keys may be continuous and run longitudinally parallel with the direction of the webs of the flutes of the decking. Alternatively, the keys may be discontinuous having a continuous side (e.g., continuous perimeter), or multiple sides, that enclose a corresponding connector at an end of a hanger. The keys provide different locations for installing the hangers and/or providing multiple (e.g., two or more) points of connection on at least one end of a single hanger.

Abstract: Decking hangers (e.g., strut hangers, flexible hangers, combinations thereof, or the like) are utilized along with keys (e.g., continuous keys, discontinuous keys, combination thereof, or the like) to hang decking components from structural decking (e.g., fluted steel structural decking, or the like). The decking hangers may be rigid and/or flexible, and include an adjustment that allows one end of the hanger to move with respect to another end. The keys may be continuous and run longitudinally parallel with the direction of the webs of the flutes of the decking. Alternatively, the keys may be discontinuous having a continuous side (e.g., continuous perimeter), or multiple sides, that enclose a corresponding connector at an end of a hanger. The keys provide different locations for installing the hangers and/or providing multiple (e.g., two or more) points of connection on at least one end of a single hanger.

Abstract: The decking anchors may have a primary portion and a secondary portion that are operatively coupled together, such as through a fastener. The primary portion may comprise one or more primary projections (e.g., first and second primary projections) and/or the secondary portion may comprise one or more secondary projections (e.g., first and second secondary projections). In a first position adjacent projections may be retracted towards each other. In the first position the anchor may be installed into a cavity of the decking panel. The anchor may be rotated into a pre-installed position, and a force is exerted on the anchor such that the projections contact the webs of the decking. In response to continued force the projections move with respect to each other such that the anchor is moved into an installed position (e.g., the adjacent projections extend with respect to each other).

Abstract: Embodiments of the invention relate to structural panel systems, and in particular in-frame fluted panel systems. The in-frame fluted panel systems allow for improved strength and/or ductility within a reduced wall thickness by installing the fluted panels within the framing of the support members in various configurations. The in-frame fluted panel systems further allows for easier construction and lower costs than conventional systems that have fluted panels located outside of the support members.

Abstract: The decking anchors have a web anchor and a flange anchor that are operatively coupled together. In an assembly position, the web anchor and the flange anchor may be oriented in the same plane. After insertion into the cavity of the decking, the flange anchor may contact the upper flange of the decking, the web anchor may be rotated (e.g., after moving vertically upward while the flange anchor remains stationary), the web anchor may engage the webs of the decking (e.g., after moving vertically downward while the flange anchor remains stationary), and a stop may be operatively coupled to the web anchor and the flange anchor, in order to secure the web anchor and the flange anchor to each other while the web anchor contacts the webs and the flange anchor contacts the upper flange to form an anchor within the decking that has loading resistance in all directions.

Abstract: Decking hangers (e.g., strut hangers, flexible hangers, combinations thereof, or the like) are utilized along with keys (e.g., continuous keys, discontinuous keys, combination thereof, or the like) to hang decking components from structural decking (e.g., fluted steel structural decking, or the like). The decking hangers may be rigid and/or flexible, and include an adjustment that allows one end of the hanger to move with respect to another end. The keys may be continuous and run longitudinally parallel with the direction of the webs of the flutes of the decking. Alternatively, the keys may be discontinuous having a continuous side (e.g., continuous perimeter), or multiple sides, that enclose a corresponding connector at an end of a hanger. The keys provide different locations for installing the hangers and/or providing multiple (e.g., two or more) points of connection on at least one end of a single hanger.

Abstract: A punching tool for forming an attachment in a side-lapped seam of steel decking includes four cutting jaws each having a cutting edge. Two jaws are positioned against one side of the seam, and two jaws are positioned on the opposite side of the seam. An actuator selectively pivots the cutting edges of opposing jaws generally toward each other to a closed position, driving the cutting edges of a first pair of jaws partially past each other for cutting a first slot through the seam, and driving the cutting edges of a second pair of jaws partially past each other for cutting a second slot through the seam.

Abstract: A punching tool for forming an attachment in a side-lapped seam of steel decking includes four cutting jaws each having a cutting edge. Two jaws are positioned against one side of the seam, and two jaws are positioned on the opposite side of the seam. An actuator selectively pivots the cutting edges of opposing jaws generally toward each other to a closed position, driving the cutting edges of a first pair of jaws partially past each other for cutting a first slot through the seam, and driving the cutting edges of a second pair of jaws partially past each other for cutting a second slot through the seam.