In one implementation, a metal deck is provided that includes one or more deck components formed in a contiguous metal sheet. Each of the deck components includes one or more folded ribs formed along the length of the metal deck. Each of the one or more folded ribs are configured such that one or more trusses of a building may fit between the one or more folded ribs. The metal deck may be used to complete the structural diaphragm without using concrete.

A truss includes a plurality of truss members, each truss member formed from a unitary folded blank of sheet metal to create a main panel, and proximal and distal flanges and a horizontal panel each extending perpendicularly from the main panel, the proximal flange of a first truss member is connected to the distal flange of a second truss member to form a truss. In one embodiment employing trusses formed of folded sheet metal, a plurality of interconnected truss modules, each truss module including a plurality of truss members, forms a plurality of oppositely extending horizontal flanges that collectively present the top and bottom surfaces of a cantilevered canopy.

The present technology relates to beams having a cross section defining a plurality of channels and assemblies comprising the beams. The beams can be used to form a beam assembly that is installed inside the truck bed of a pick-up truck. A ladder loader and a solar panel assembly can be pivotably secured to the beam assembly along either the driver side wall or the passenger side wall of the truck bed.

The present technology relates to beams having a cross section defining a plurality of channels and assemblies comprising the beams. The beams can be used to form a beam assembly that is installed inside the truck bed of a pick-up truck. A ladder loader and a solar panel assembly can be pivotably secured to the beam assembly along either the driver side wall or the passenger side wall of the truck bed.

A structural bracket assembly for a residential or commercial trellis. The structural bracket assembly comprises an aluminum mounting plate securable to a vertical wall having a support member extending outwardly therefrom at an angle and terminating with an end plate. Plywood is fastened to the top and the bottom of the support member. Roofing material is fastened to the upper piece of plywood, and a soffit panel is secured to the lower piece of plywood. A frieze board is secured to the vertical wall beneath the lower piece of plywood to conceal the mounting plate, and a hollow rafter tail is secured to the soffit panel. In one embodiment, the rafter tail is spaced apart from a support bracket by a cross beam.

A structural bracket assembly for a residential or commercial trellis. The structural bracket assembly comprises an aluminum mounting plate securable to a vertical wall having a support member extending outwardly therefrom at an angle and terminating with an end plate. Plywood is fastened to the top and the bottom of the support member. Roofing material is fastened to the upper piece of plywood, and a soffit panel is secured to the lower piece of plywood. A frieze board is secured to the vertical wall beneath the lower piece of plywood to conceal the mounting plate, and a hollow rafter tail is secured to the soffit panel. In one embodiment, the rafter tail is spaced apart from a support bracket by a cross beam.

A metal canopy structure, including: arches arranged in parallel formation, equally spaced apart, the arches having a planar construction and disposed on a plane running along a first axis; a plurality of cross beams arranged in parallel formation and disposed on a second axis perpendicular to the first axis and mechanically coupled to the plurality of arches; a plurality of support poles, each of the arches mechanically coupled to a pair of support poles; a plurality of coupling poles, the coupling poles disposed along the second axis and mechanically coupled to the plurality of support poles, at least a portion of the coupling poles arranged in a parallel formation.

A method of making a virgin joint between at least two separate structural hollow sections in a truss or jacket structure made of the at least two structural hollow sections may include the steps of applying a fiber reinforced polymer wrap around the at least two structural hollow sections in a transitional area, covering and thus bonding together the at least two structural hollow sections, and forming the virgin joint between the at least two structural hollow sections and the fiber reinforced polymer wrap. Welding of the virgin joint between the at least two structural hollow sections is avoided.

A metallic extruded profile has two parallel skins interconnected by a set of at least two webs running between extrusion edges of the profile and snap-fit features on joining edges permitting two instances of the profile to snap fit together along the joining edges, where a first web that is closest to snap-fit features of a first joining edge, is a curved web viewed from the extrusion edges. The curvature allows for both the curved web and skins to participate in snap-fit deformation, allowing for the deformation to be distributed over a large area, for a stiffer snap fit, and reduced plastic deformation.

The present invention relates to connecting spacing members between support members using spacing members having notches that engage the side edges of the linear shape holes or round holes in the support members whether the holes have rims or ledges to secure the spacing members or crossing other support members having notches in the edges of the lips. The spacer braces can overlap each other and connect at the top, bottom or within the holes of support members. The support members have ledges and rims to eliminate vertical and horizontal movement of the spacer braces with end fingers to stop end the spacer braces.