A corner fitting may include a male fitting having a convex portion and a female fitting having a concave portion configured complementary to the convex portion. In addition, the corner fitting may include a strap having a strap radius portion and a pair of strap planar portions extending from opposite ends of the strap radius portion. The strap planar portions may be parallel to one another when the strap radius portion is clamped between the convex portion and the concave portion and the corner fitting is viewed from a side, and non-parallel to one another when the corner fitting is viewed from an end.

A structural tower for a wind turbine assembly, includes along at least a base section: a plurality of peripheral sections extending peripherally of a central section. Each includes a convex-shaped wall having two longitudinal side edges and an inner framework connected to a respective one of the convex-shaped walls and extending inwardly therein. The inner framework includes spaced-apart transversal structural members connecting the two longitudinal side edges of the convex-shaped walls together and pairs of connecting structural members extending inwardly towards the central section. Each connecting structural member of a pair has a peripheral end connected to a respective one of the longitudinal side edges and an inner end connected to an inner end of a respective one of the connecting structural members of an adjacent one of the peripheral sections to define a structural concavity in the structural tower between adjacent peripheral sections.

A building system comprising a plurality of tubes, a plurality of connection nodes comprising tubular sections for connection to the tubes, wherein the tubes are arranged to connect between the connection nodes to form a frame for a building, wherein at least one continuous cavity is formed through at least a portion of the nodes and tubes when the nodes and tubes are connected, the building system further comprising fluid tight seals between the tubes and connection nodes to enable fluid to flow through the at least one continuous cavity.

A support assembly for providing a high degree of lateral strength and integrity is presented herein. The support assembly includes a beam support bracket having at least one laterally disposed elongated portion that is slidingly engaged with a corresponding lateral beam. The elongated portion of the beam support bracket is defined by spaced apart first and second support plates each including oppositely disposed edges which will mate with corresponding ledges, protrusion or reinforced corners within the lateral beam.

A space frame includes a plurality of support structures and a node member configured to couple with the plurality of support structures. The node member includes a base portion, a plurality of coupling members extending from the base portion, each of the plurality of coupling members configured to couple with each of the support structures, and a plurality of clamping members configured to couple each of the plurality of coupling members with each of the plurality of support structures.

A structural webbing to be custom cut and fit to individual job sites, allowing for the reduction or elimination of traditional beams used in structural building. Webbing uses angular forces to bear loads, resulting in reduction of thick beams. Elimination of beams allows for significant reduction in resource consumption and increase in thermal efficiency of structure. Webbing allows elimination of thermal shorts and increased space for insulating materials. Webbing consists of alternating nodes and members, wherein members are disposed at positive and negative angles to the nodes, creating a zig-zag pattern. May include upper or lower cords. Can be used in straight line for walls, window headers, doors, etc., or in curves or other more elaborate shapes for curved windows, etc. Suitable for load bearing walls, upper and lower floors. Nodes can be coupled with standard structural members such as king studs, head pieces, and top and bottom plates.

A structural webbing to be custom cut and fit to individual job sites, allowing for the reduction or elimination of traditional beams used in structural building. Webbing uses angular forces to bear loads, resulting in distributed loads not requiring thick beams. Elimination of beams allows for significant reduction in resource consumption and increase in thermal efficiency of structure. Webbing allows elimination of thermal shorts and increased space for insulating materials. Webbing consists of alternating nodes and members, wherein members are disposed at positive and negative angles to the nodes, creating a zig-zag pattern. Can be used in straight line for walls, window headers, doors, etc., or in curves or other more elaborate shapes for curved windows, etc. Suitable for load bearing walls, upper and lower floors. Nodes can be coupled with standard structural members such as king studs, head pieces, and top and bottom plates.

A connector includes at least two cavities or receptacles extending from a base to receive adjacent tubes of a wall or panel. The receptacles are closed at one end. At least two walls extend from the base in the same direction as the receptacles. The walls are positioned on the base and outside the receptacles such that the panels are secured to a specific angular orientation with respect to each other. A top connector and a bottom connector are used to secure rods or tubes of adjacent panels. A series of top and bottom connectors can be used to secure multiple panels to form an enclosure, such as a kennel or gazebo.

A fitting for hanging a piece of channel framing includes a coupling component having opposite longitudinal ends, a length extending between the opposite longitudinal ends, a coupling longitudinal portion configured to be secured in the external fitting groove of the channel framing body, and an exposed longitudinal portion configured to extend outward from one of the open groove ends of an external fitting groove for connection to a rod to hang the piece of channel framing from an elevated structure when the coupling longitudinal portion of the coupling component is received in the external fitting groove.

Fastening means, a preferred embodiment of which is shown in FIG. 2, has a joist 1 and a locking member 5. The joist 1 has a channel and locking extensions and the locking member 5 has a base 6 and an upstand 7. The base 6 has rounded corners 10. The fastening means is formed such that when it is in use the locking member 5 can be slid into the channel and rotated therein to assume a locking position, such rotation made possible by the rounded corners 10 which, when in use, serve to prevent a rotational impasse between the joist 1 and the locking member 5. The fastening means is formed such that when the locking member is in the locking position it is in a tight fit within the channel and cannot pull out of the channel by reason of obstruction by the locking extensions.