A column bracket assembly is provided. The column bracket assembly comprises a bottom base bracket and a top base bracket, each including a bracket body adapted to receive an end of support element (e.g. a wooden column) and a mounting bracket/plate pivotally coupled to the bracket body and adapted to be coupled to a structural element (e.g. a footing, pile, header, beam etc.). The column bracket assembly optionally includes mounting brackets for installing cross brace brackets and/or tension rods to the bracket bodies. A method of installing the column bracket assembly, and a method of repairing, resettling, shoring, and/or leveling a structure with the column bracket assembly are also provided, along with structures comprising the column bracket assembly.

The present invention relates to metal framed wall components with self-locking fixed and sliding connections between support members and crossing connecting members without using fasteners to connect the two crossing metal framing members together. Different variations of the shapes of the connecting members as well as the location and shape of the notches, ledges, tabs and notched-tabs are used between the members at the holes, punch-outs or indentations all determine the self-locking connections.

Disclosed herein is a steel thermal stud being capable to provide structural and non-load bearing characteristics. The steel thermal stud with more than one dual flange stud provides additional and separated penetration locations for mounting screws allowing multiple connection points on the screw. The Steel Thermal Stud with multiple stud walls for a fastener to penetrate to prevent the movement of the fastener in any direction, prevent deformation of the stud wall material, prevent fasteners from backing out by having additional contact with less potential movement, provide more pull-out strength, and more strip resistance of the fasteners during installation.

Disclosed herein is a steel thermal stud being capable to provide structural and non-load bearing characteristics. The steel thermal stud with more than one dual flange stud provides additional and separated penetration locations for mounting screws allowing multiple connection points on the screw. The Steel Thermal Stud with multiple stud walls for a fastener to penetrate to prevent the movement of the fastener in any direction, prevent deformation of the stud wall material, prevent fasteners from backing out by having additional contact with less potential movement, provide more pull-out strength, and more strip resistance of the fasteners during installation.

A fractal structure system provides building components with different sizes, which a building component with the next smaller size can insert into or attach to a building component with the next larger size. Each building component has a plurality of channel walls radiating outwardly, and the plurality of channel walls forms a plurality of channels. Each building component further comprises an internal center bore, and the internal center bore includes a plurality of internal center bore corners aligning to said plurality of second channel walls. Different sizes of building components have the same cross sectional profile, which a fractal structure or pattern can be implemented with the different sizes of building components.

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.

Structural truss panels include first, second, third, and fourth horizontal elongated members and first and second vertical elongated members fastened to the first, second, third, and fourth horizontal elongated members. The first and fourth horizontal elongated members form respectively a top and a bottom of the structural truss panel. The first and second vertical elongated members forming respective sides of the structural truss panel. The structural truss panel further includes and an angled webbing fastened between the first and second vertical elongated members and the first and second horizontal elongated members thereby creating an integrated web truss within the structural truss panel. The structural truss panel includes first, second, and third brace members forming a V-braced truss panel.

Structural truss panels include first, second, third, and fourth horizontal elongated members and first and second vertical elongated members fastened to the first, second, third, and fourth horizontal elongated members. The first and fourth horizontal elongated members form respectively a top and a bottom of the structural truss panel. The first and second vertical elongated members forming respective sides of the structural truss panel. The structural truss panel further includes and an angled webbing fastened between the first and second vertical elongated members and the first and second horizontal elongated members thereby creating an integrated web truss within the structural truss panel. The structural truss panel includes first, second, and third brace members forming a V-braced truss panel.

The present anti-ballistic shelter is a reinforced unit configured to comply with both ISO standards for size and weight, and with the U.S. Department of State Certification Standard for Forced Entry and Ballistic Resistance of Structural Systems. Each end and side wall of the unit is reinforced with wall studs that penetrate the unit's structural framework. Even though these wail studs are welded into place, penetration of the wall studs into the framework ensures acceptable blast, ballistic, and forced entry resistance even if the welds are flawed.