An apparatus to connect two mass timber (CLT, LVL, or other configurations) shear wall panels, comprising a high load deformation capacity steel connector, wherein the connector comprises a high stiffness that shifts to a low stiffness during a high intensity earthquake or significant wind loading event.

Certain exemplary embodiments can provide a two piece bracket constructed to reinforce a wooden joist. The wooden joist defines a central aperture. The central aperture is constructed to substantially surround a portion of a utility conduit passing therethrough. The two piece bracket is constructed to be positioned against one side of the wooden joist. The two piece bracket comprises a first piece and a second piece.

Certain exemplary embodiments can provide a two piece bracket constructed to reinforce a wooden joist. The wooden joist defines a central aperture. The central aperture is constructed to substantially surround a portion of a utility conduit passing therethrough. The two piece bracket is constructed to be positioned against one side of the wooden joist. The two piece bracket comprises a first piece and a second piece.

The present subject matter relates to a device for coupling two vertical components, comprising a girder made of wood, in particular glued laminated timber, and a connector for each end face of the girder for connecting the end faces to one of the vertical components each. Each connector has two fittings, one of which is mounted via one side on the respective end face of the girder and the other of which can be mounted via one side on the associated vertical component and which fittings can be brought via their other sides into abutment against one another. Further, each connector has two tensioning jaws, which grasp the fittings at diametrical ends and can be tensioned against one another by means of at least one tensioning element running approximately parallel to said other sides. The girder has a bottom chord made of steel, which bottom chord is anchored at each end face of the girder to the fitting mounted thereon. At least one tensioning member is provided for tensioning the bottom chord.

The present subject matter relates to a device for coupling two vertical components, comprising a girder made of wood, in particular glued laminated timber, and a connector for each end face of the girder for connecting the end faces to one of the vertical components each. Each connector has two fittings, one of which is mounted via one side on the respective end face of the girder and the other of which can be mounted via one side on the associated vertical component and which fittings can be brought via their other sides into abutment against one another. Further, each connector has two tensioning jaws, which grasp the fittings at diametrical ends and can be tensioned against one another by means of at least one tensioning element running approximately parallel to said other sides. The girder has a bottom chord made of steel, which bottom chord is anchored at each end face of the girder to the fitting mounted thereon. At least one tensioning member is provided for tensioning the bottom chord.

A metal joint for joining, to a frame built by appropriately combining a horizontal structural member and a vertical structural member, a rectangular panel fitted into the frame includes a base member made of a rectangular metal plate, and cylindrical members which are each made of a metal cylinder, and are fixed onto opposite surfaces of the base member. The base member is adapted to be disposed between the frame and the panel. The cylindrical members are adapted to be fitted into circular holes formed in the frame and the panel.

A metal joint for joining, to a frame built by appropriately combining a horizontal structural member and a vertical structural member, a rectangular panel fitted into the frame includes a base member made of a rectangular metal plate, and cylindrical members which are each made of a metal cylinder, and are fixed onto opposite surfaces of the base member. The base member is adapted to be disposed between the frame and the panel. The cylindrical members are adapted to be fitted into circular holes formed in the frame and the panel.

A cantilevered peripheral portion of a light frame construction building, having a peripherally bounded interior, is disclosed. The cantilevered peripheral portion involves two structural engineered wood rim boards each having cavities facing the exterior of the building and joined at their terminal ends at an angle. One of the two structural engineered wood rim boards supports a first group of studs located above, along, and supported by, an upper flange a first of the two structural engineered wood rim boards. At least one supporting wall stud is located beneath a lower flange of a second of the two structural engineered wood rim boards such that a cantilevered overhang configuration is formed between the first group of studs and the at least one supporting wall stud.

A cantilevered peripheral portion of a light frame construction building, having a peripherally bounded interior, is disclosed. The cantilevered peripheral portion involves two structural engineered wood rim boards each having cavities facing the exterior of the building and joined at their terminal ends at an angle. One of the two structural engineered wood rim boards supports a first group of studs located above, along, and supported by, an upper flange a first of the two structural engineered wood rim boards. At least one supporting wall stud is located beneath a lower flange of a second of the two structural engineered wood rim boards such that a cantilevered overhang configuration is formed between the first group of studs and the at least one supporting wall stud.

A supporting structure (102) for a wall or a roof partition (104;120) of a building structure (100), comprises an internal core structure (114) extending in a longitudinal direction, and first and second external covering profiles (106) for at least partially covering the core structure (114). The covering profiles (106) define inwardly and outwardly facing surfaces (108) facing one another, with slits (116) being formed at the inwardly facing surfaces (108). The core structure comprises at least two bands of material (114) which are mutually offset. The supporting structure (102) is suitable as a post, pillar, column, lath, batten, rafter, truss, girder, bar, or beam for a wall or roof partitions of a greenhouse, a cabin or shanty, a wall of a house, a stand-alone wall or roof partition, such as pent roof, a canopy, a fence, a windbreak or a solar panel structure The bands of material (114) are interconnected at their ends only and are pre-tensioned to provide stiffness, and may be configured to minimize their thermal conductivity.