A balcony includes a balcony assembly and a structural post and outrigger system. The structural posts provide structural support for buildings and include the outriggers that extend substantially perpendicularly from the structural posts to a location where the balcony assembly will be installed. The outriggers include a tube or beam and an end plate on an end of the beam distal from the structural post. The balcony assembly includes at least one long beam, a platform, and a locking mechanism on an end of the long beam. The locking mechanism includes a channel for receiving and securing the end plate of the outrigger. The balcony assembly is secured to the outrigger using fasteners.

Novel structural shear panels used for construction of shear walls and shear diaphragms, as well as sheathings and deckings, and similar constructions, where the structural shear panels have novel shapes formed in a grid pattern, comprised of an ordered series of voids, and material in the form of a grid, called grid pattern structural shear panels, where the ordered series of voids reduce the amount of raw material and weight in said grid pattern structural shear panels, and the material in the form of a grid is configured so that it resists the design loads required for the structural use of said grid pattern structural shear panels, and is also configured so that it provides a surface for the connection of said grid pattern structural shear panels to framing members and other building components by the means of fasteners, consistent with standardized construction industry spacings for said fasteners, and where said ordered series of voids provides points of graspability throughout the plane of said grid pattern structural shear panels, as well as the benefits of ventilation, visibility, the passage of light, and facilitates the penetration of small conduits throughout the plane of said grid pattern structural shear panels, without interrupting said material in the form of a grid.

A connector assembly, having an upper connector coupled to a lower connector and a gusset plate sandwiched between the upper and lower connectors. The upper and lower connectors allow for coupling to adjacent upper and lower connectors, respectively, allowing for addition of a modular unit to a pre-existing modular structure. Also, ways of coupling adjacent upper connectors and coupling of adjacent lower connectors when coupling a modular unit to a pre-existing modular structure are provided.

Embodiments of the present disclosure provide a structural improvement in braced frame structures. An exemplary solution involves heat-treating a mid-section region of a steel brace, the steel brace comprising hollow structural sections tubing; after heat-treating the mid-section region, cooling the mid-section region of the steel brace; wherein the heat-treated steel brace has changed mechanical properties due to the heat-treatment, the changed mechanical properties including improved material ductility, work hardening ability, and notch toughness; and coupling the heat-treated steel brace to a gusset plate within a braced building frame structure without need of gusset plate reinforcement.

A shearwall is disclosed for use in lightweight or other constructions to transmit lateral shear forces and dissipate energy on the construction. In examples, the shearwall includes a central panel formed of wood, and side plates formed of steel. The side plates may be affixed at lower corners of first and second opposed surfaces of the central panel. Each side plate may include a fastening plate for affixing the side plate to the central panel, and a restraint plate which fits within a reduced area section of the central panel between the first and second surfaces.

A shear wall panel utilizes improved corner connection to effectively connect vertical chords and horizontal tracks of the shear wall panel to diagonal brace members and accommodating anchoring of the panel frame to horizontal building components. The panel frame uses structural corner brackets interiorly mounted to the corners of the panel adapted to receive anchor bolt connection adjacent the corner and diagonal bracing connection at a position spaced from the anchor bolt connection. Preferably, the shear wall panel is manufactured in a factory and shipped to a job site as a finished panel frame.

Method and system disclosed herein provides generating a three-dimensional construction grid based on a data file generated by an architectural software, wherein the three-dimensional grid includes three-dimensional position information of various structural building components; displaying the three-dimensional construction grid using a display device of a computing device; receiving information of various non-structural building components, the information including location of the non-structural building components on the three-dimensional grid; associating the non-structural building components to one or more of the structural components of the three-dimensional grid; and automatically generating a plurality of specifications for the non-structural building components.

The invention relates to a method for constructing habitable installations for floating structures, comprising the following steps: lowering a first adapted standard container (3) through at least one vertical prismatic cavity (25) of a carrying structure (2) until it is supported on support brackets (4) of the floor below; securing the first container (3) to said support brackets (4) of the floor below; and, for each subsequent floor, securing a number of subsequent support brackets (4) to the carrying structure (2) on each container (3) already in position; lowering a subsequent container (3) until it is supported on said subsequent support brackets (4); and securing said subsequent container (3) to subsequent support brackets (4) on which it is resting. The invention also includes a habitable installation (1) constructed according to said method, and a container (3) adapted for carrying out said method.

A rolling block restraint connector for forming a moment resisting connection at a joint intersection between a continuous column and at least a first continuous beam that intersects the continuous column is disclosed. The connector includes a first restraint assembly, a second restraint assembly, wherein the second restraint assembly is configured to be located diagonally across the joint intersection from the first restraint assembly, a first linkage that couples the first restraint assembly with the second restraint assembly, the first linkage including (i) a first saddle configured to couple with an exterior of a first end of a first tubular shaft of the first restraint assembly, and (ii) a second saddle configured to couple with an exterior of a first end of a second tubular shaft of the second restraint assembly, and a second linkage that couples the first restraint assembly with the second restraint assembly.

A building system may include at least one diaphragm beam having opposite ends connected to an external structural frame of a building, at least one pre-assembled floor-ceiling panel adjacent to a vertical side of and coupled to the diaphragm beam, and at least one pre-assembled wall adjacent to a horizontal side of and coupled to the diaphragm beam. The diaphragm beam may be filled with a mineral-based material, such as concrete. The one or more pre-assembled floor-ceiling panels may each include a plurality of joists extending perpendicular to the diaphragm beam, a floor-panel including at least one metal layer attached to the joists on a floor side of the pre-assembled floor-ceiling panel, and a ceiling panel including at least one layer comprising mineral-based material attached to the joists on a ceiling side of the pre-assembled floor-ceiling panel. The one or more pre-assembled walls may include interior and/or exterior walls of a building.