A structural steel member connecting assembly includes a first connecting member and a second connecting member. The first connecting member is pivotally connected to a positioning portion of a first structural steel member and therefore can be swung. The second connecting member is pivotally connected to the first connecting member such that the two connecting members are rotatable with respect to each other. The second connecting member has a fixing portion coupled with a second structural steel member such that the longitudinal directions of the two structural steel members intersect. With the second connecting member rotatable with respect to the first connecting member, the installation angles of the two structural steel members can be easily changed in order to make a stable engineering structure. The structural steel member connecting assembly features convenience of, and flexibility in, use and has extensive applications.

A structural steel member connecting assembly includes a first connecting member and a second connecting member. The first connecting member is pivotally connected to a positioning portion of a first structural steel member and therefore can be swung. The second connecting member is pivotally connected to the first connecting member such that the two connecting members are rotatable with respect to each other. The second connecting member has a fixing portion coupled with a second structural steel member such that the longitudinal directions of the two structural steel members intersect. With the second connecting member rotatable with respect to the first connecting member, the installation angles of the two structural steel members can be easily changed in order to make a stable engineering structure. The structural steel member connecting assembly features convenience of, and flexibility in, use and has extensive applications.

The present invention provides a truss system a horizontal chord, and a connector retained inside the channel of the horizontal chord. The connector has a base that has two parallel vertical walls, and a connecting base wall that together define a U-shaped cross-section, with a receiving space defined by the two parallel walls and the base wall. First and second dividers are positioned in the receiving space and define separate first, second and third spaces, respectively, with the second space positioned between the first and third spaces. Each of the first and second dividers has a vertical wall section that is connected to the two parallel walls and the base wall, with an angled surface associated with the upper end of each vertical wall section. A vertical web member has one end that is inserted into the second space, and a diagonal web member has one end inserted into either the first space or the third space.

The present invention provides a truss system a horizontal chord, and a connector retained inside the channel of the horizontal chord. The connector has a base that has two parallel vertical walls, and a connecting base wall that together define a U-shaped cross-section, with a receiving space defined by the two parallel walls and the base wall. First and second dividers are positioned in the receiving space and define separate first, second and third spaces, respectively, with the second space positioned between the first and third spaces. Each of the first and second dividers has a vertical wall section that is connected to the two parallel walls and the base wall, with an angled surface associated with the upper end of each vertical wall section. A vertical web member has one end that is inserted into the second space, and a diagonal web member has one end inserted into either the first space or the third space.

The present invention provides a building comprising a foundation; a wall supported by the foundation; and trusses supported by the wall. A plurality of hold down assemblies connects at least some of the trusses directly to the foundation. Each hold down assembly comprises an anchor; a tie-rod connected to the anchor; a bearing plate operably associated with an end portion of an associated truss for transferring load to the tie-rod; and a fastener securing the tie-rod to the bearing plate, thereby tying the associated truss directly to the foundation.

The present invention provides a building comprising a foundation; a wall supported by the foundation; and trusses supported by the wall. A plurality of hold down assemblies connects at least some of the trusses directly to the foundation. Each hold down assembly comprises an anchor; a tie-rod connected to the anchor; a bearing plate operably associated with an end portion of an associated truss for transferring load to the tie-rod; and a fastener securing the tie-rod to the bearing plate, thereby tying the associated truss directly to the foundation.

A composite building system comprising a structural frame and walls which is made of pultrusion fiber reinforced polymer (PFRP) material. PFRP provides increased performance, strength, protection, and longevity for mobile and fixed building structures, enclosures or vehicles, commonly found in residential, commercial, industrial, healthcare, aerospace, government defense, energy, and agriculture sectors. The PFRP material comprises fibers embedded in a resin matrix. Exemplary fibers are glass, carbon, and synthetic fibers. PFRP products can be formed using a pultrusion method that eliminates outgassing. An intumescent fire barrier can be applied to the PFRP to meet National Fire Protection Association fire endurance codes and standards. The composite building system increases personal safety while reducing weight, labor costs, construction time, and total cost of ownership over the life of the structure while being resistant to ballistic, seismic, corrosion, rotting, impact, and insect damage. In addition, a wall and wall assembly consisting of the PFRP material is impervious to water and air and does not require an exterior finish coating. The PFRP wall and wall assembly can be designed to be versatile, allowing for use with both PFRP structural framing and traditional framing materials, such as concrete, steel, and wood.

Disclosed herein is a steel thermal stud and method of manufacturing thereof. The steel thermal stud of the present invention can be used in load bearing and non-load bearing applications as a direct replacement for wood studs, however installed the same as traditional steel studs. The steel thermal stud is able to be insulated with a variety of insulation products depending on the application, and the stud discloses a superior thermal and acoustic properties while being much lighter than wood studs.

An adjustable truss structure is provided and includes a truss member with a first channel attached to the truss member, the first channel having a first slot, and a rail having a second slot with an anchor attached to the rail. The anchor has a member rotatable to a first position where the member is insertable into the first slot and rotatable to a second position to engage with a surface of the first channel, enabling the rail to be selectively moved relative to the first channel and locked into a fixed position relative to the first channel. The adjustable truss structure also includes a support member having a second channel, the second channel being hooked into the second slot and being slidable in the second slot.

An adjustable truss structure is provided and includes a truss member with a first channel attached to the truss member, the first channel having a first slot, and a rail having a second slot with an anchor attached to the rail. The anchor has a member rotatable to a first position where the member is insertable into the first slot and rotatable to a second position to engage with a surface of the first channel, enabling the rail to be selectively moved relative to the first channel and locked into a fixed position relative to the first channel. The adjustable truss structure also includes a support member having a second channel, the second channel being hooked into the second slot and being slidable in the second slot.