A building that includes a lower structural pad disposed on a foundation is described, and includes columns disposed on the lower structural pad, including a first of the columns being separated from a second of the columns by a first span. The building includes a plurality of horizontally-oriented reinforced transfer beams, wherein each of the reinforced transfer beams spans between the first of the columns and the second of the columns. The building includes a vertical support core including a first vertically-oriented structural spine and a second vertically-oriented structural spine that are disposed on the reinforced transfer beams and separated by a second span. The second span associated with the first and second vertically-oriented structural spine is less than the first span associated with the first and second of the columns. Each of the reinforced transfer beams includes a steel beam and a carbon-fiber reinforcement element.

An extrusion structure including a central body extending along a longitudinal axis; a first arm body secured to the central body and extending along the longitudinal axis; a second arm body secured to the central body and extending along the longitudinal axis; a first head body secured to the first arm body and extending along the longitudinal axis; and a second head body secured to the second arm body along the longitudinal axis; and wherein the first and second head bodies projecting one towards the other and being spaced apart by a gap, the first head body having a first internal face facing the central body, the second head body having a second internal face facing the central body, and the first and second internal faces being either straight and coplanar or inwardly inclined towards the central body.

A joist chord reinforcement apparatus for a joist having a chord with a first chord end and a second chord end is disclosed that includes a reinforcement rod, first and second end clamp assemblies operable to clamp the reinforcement rod to the first and second ends of the chord respectively, and at least one rod clamping assembly operable to secure the reinforcement rod to the chord between the first and second end clamp assemblies when the first and second end clamp assemblies are clamping the reinforcement rod to first and second ends of the chord respectively. A method of reinforcing the chord of a joist is also disclosed.

A joist reinforcement apparatus is disclosed for a joist having a top chord, a bottom chord, and plurality of cross supports extending between the top chord and the bottom chord, the plurality of cross supports forming panel points along the joist. A panel point bracket assembly can be securable about one of the panel points of the joist. A load bracket assembly can be securable to either the top chord or the bottom chord of the joist. An adjustable coupling assembly can have a first end pivotally connected to the panel point bracket assembly and a second end pivotally connected to the load bracket assembly. The apparatus can help provide non-welded single point load reinforcement on a chord of a joist.

An extrusion structure including a central body extending along a longitudinal axis; a first arm body secured to the central body and extending along the longitudinal axis; a second arm body secured to the central body and extending along the longitudinal axis; a first head body secured to the first arm body and extending along the longitudinal axis; and a second head body secured to the second arm body along the longitudinal axis; and wherein the first and second head bodies projecting one towards the other and being spaced apart by a gap, the first head body having a first internal face facing the central body, the second head body having a second internal face facing the central body, and the first and second internal faces being either straight and coplanar or inwardly inclined towards the central body.

A joist is disclosed. The joist includes a first leg portion, a second leg portion, and a central portion, wherein each of the first leg portion and the second leg portion define a first side, a second side, and a distal side, and one or more stiffeners defined within each of the first side, the second side, and the distal side of the first leg portion and the second leg portion.

A structural support beam for use in buildings, bridges, mechanical frames and the like to resist bending due to gravitational and external forces comprising a top substantially flat flange disposed in fixed spaced relationship relative to a bottom substantially concave flange by an interconnecting web and a lower stabilizing brace disposed to engage the opposite end portions of the bottom substantially concave flange and the opposite end portions of the interconnecting web to reinforce the interconnection therebetween.

A steel beam comprising a frame formed by a first web part, a second web part, a base plate and a horizontal top part. The first and second web part are arranged side by side at a distance from each other, and joined at a first end of the first web part and the second web part by the horizontal top part. The first and second web part are joined at a second end of the first web part and second web part by the base plate. The base plate, the first web part, the second web part and the horizontal top part are arranged to form a space that can be filled with concrete. The steel beam further comprises a hollow member arranged inside the space sealed to prevent concrete entering. The hollow member is attached to the frame for preventing movement in relation to the frame.

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 steel beam comprising a frame formed by a first web part, a second web part, a base plate and a horizontal top part. The first and second web part are arranged side by side at a distance from each other, and joined at a first end of the first web part and the second web part by the horizontal top part. The first and second web part are joined at a second end of the first web part and second web part by the base plate. The base plate, the first web part, the second web part and the horizontal top part are arranged to form a space that can be filled with concrete. The steel beam further comprises a hollow member arranged inside the space sealed to prevent concrete entering. The hollow member is attached to the frame for preventing movement in relation to the frame.