An adjustable beam may include an elongate member extending between a first end and a second end, a first connector pivotably coupled to the first end, and a second connector pivotably coupled to the second end. The first and second connectors each are configured to be releasably coupled to neighboring supporting beams and other adjustable beams.

A method of manufacturing a structural truss module that employs a fastener web to interconnect elongated wood chords includes spacing a pair of elongated chords in a parallel spaced relationship, followed by driving fasteners through a first of the chords and into the second of the chords at oblique angled. The fasteners may converge toward each other. The chords may optionally be cut at an intermediate position between longitudinal ends. The chords may be spaced with use of a jig assembly. A matrix of quasi-convergent adjacent pairs of fasteners may be employed. The structural truss modules may form part of a roof for a header or a structural wall. The fasteners may be threaded.

A method of manufacturing a structural truss module that employs a fastener web to interconnect elongated wood chords includes spacing a pair of elongated chords in a parallel spaced relationship, followed by driving fasteners through a first of the chords and into the second of the chords at oblique angled. The fasteners may converge toward each other. The chords may optionally be cut at an intermediate position between longitudinal ends. The chords may be spaced with use of a jig assembly. A matrix of quasi-convergent adjacent pairs of fasteners may be employed. The structural truss modules may form part of a roof for a header or a structural wall. The fasteners may be threaded.

A method of manufacturing a structural truss module that employs a fastener web to interconnect elongated wood chords includes spacing a pair of elongated chords in a parallel spaced relationship, followed by driving fasteners through a first of the chords and into the second of the chords at oblique angled. The fasteners may converge toward each other. The chords may optionally be cut at an intermediate position between longitudinal ends. The chords may be spaced with use of a jig assembly. A matrix of quasi-convergent adjacent pairs of fasteners may be employed. The structural truss modules may form part of a roof for a header or a structural wall. The fasteners may be threaded.

A method of manufacturing a structural truss module that employs a fastener web to interconnect elongated wood chords includes spacing a pair of elongated chords in a parallel spaced relationship, followed by driving fasteners through a first of the chords and into the second of the chords at oblique angled. The fasteners may converge toward each other. The chords may optionally be cut at an intermediate position between longitudinal ends. The chords may be spaced with use of a jig assembly. A matrix of quasi-convergent adjacent pairs of fasteners may be employed. The structural truss modules may form part of a roof for a header or a structural wall. The fasteners may be threaded.

Building stud (10) for forming a framework for mounting wall panels, comprising a first (12) and a second (14) flange portion and a web portion (16) interconnecting the flange portions. The flange portions comprise a planar, elongated wood fibre member (18, 20), and the web portion comprises a sheet metal member (22) including a first (24) and a second (26) rectilinear line of weakness, which lines of weakness are parallel and along which the sheet metal member is foldable to enable folding the building stud from a retracted storage position to an expanded mounting position.

Building stud (10) for forming a framework for mounting wall panels, comprising a first (12) and a second (14) flange portion and a web portion (16) interconnecting the flange portions. The flange portions comprise a planar, elongated wood fibre member (18, 20), and the web portion comprises a sheet metal member (22) including a first (24) and a second (26) rectilinear line of weakness, which lines of weakness are parallel and along which the sheet metal member is foldable to enable folding the building stud from a retracted storage position to an expanded mounting position.

A connection utilizing a joist hanger to hang a joist or beam from a wood structural support member such as a top plate or header in cooperation with a first plurality of fasteners such as screws or nails and one or more substantially vertical fire-resistant panels such as drywall.

A connection utilizing a joist hanger to hang a joist or beam from a wood structural support member such as a top plate or header in cooperation with a first plurality of fasteners such as screws or nails and one or more substantially vertical fire-resistant panels such as drywall.

An artificial insulated log that has outer and inner wood members that are glued to an inner core of rigid insulation. In addition to the glue, structural connectors are fitted on the top of the logs at specified intervals to provide additional structure support, Each of the wood pieces has a tongue and groove formed to receive other logs. In addition, the insulated core is also fitted with a tongue and groove for alignment. The outer, or exterior, wood member is curved to look like a natural log, The inner wood members are cut flat to for a flat interior wall. Formed corner logs can be used with regular logs to make a finished looking assembly for the building. The corners can be alternated or stacked, as desired.