A method for measuring the mass distribution along the width of a strip, in particular a dough strip, moved in the longitudinal direction of the strip and having a specified target width. At least two weighing cells are arranged at a distance to each other with respect to the width of the strip. The weight of at least one dough strand or dough piece having a width defined by the distances of the weighing cells is sensed. The mass of the partial pieces of the strip is determined on the basis of the distance of the weighing cells to each other, the position of the weighing cells along the width of the strip, the strip speed, and the measured values of the weight of the partial pieces sensed by the weighing cells, in particular over a defined time period.

In a lumber factory, an automated laminated veneer lumber (LVL) process supported by a lumber production line employing a cross-cutting and rip-sawing stage, a dip-coating stage, a spray-coating stage, a print-marking stage, and a stacking, packaging and wrapping stage. At the dip-coating stage, cross-cut and rip-sawed LVL product is automatically transported and submerged through a dipping reservoir containing clean fire inhibiting chemical (CFIC) liquid, and then wet-stacked and set aside to dry. Once dried, the dip-coated LVL products are returned to the production line and sprayed coated with a moisture, fire and UV protective coating at the spray-coating stage, and then passed through a drying tunnel for quick drying of the spray-coating to produce Class-A fire-protected LVL products. The Class-A fire-protected LVL products are stacked, packaged and wrapped at the stacking, packaging and wrapping stage into a package of Class-A fire-protected LVL products, ready for shipping.

The truss bracket may comprise a first side plate, a second side plate, and one or more web plates. The first side plate may be coupled to the second side plate by the web plates such that the first side plate is parallel to the second side plate. The truss bracket may join two or more coplanar timber elements in a predefined orientation at a joint of a roofing truss. The truss bracket may be operable to align the timber elements, to limit insertion distance of timber elements, to establish a pitch of a roof made from the roofing trusses, to hide an end face of the timber elements, or combinations thereof. The timber elements may be coupled using embodiments of the truss bracket. The truss bracket may aid in the rapid construction of a plurality of the roofing trusses in a consistent, reproducible manner.

A hold down system for a building wall comprises a first rigid member and a second rigid member, the second rigid member being vertically spaced apart from the first rigid member, the first rigid member is supported on a horizontal member of a stud wall, the first and second rigid members including first and second openings, respectively; a tie-rod with a lower end portion for being anchored to an anchorage, the tie-rod extending transversely through the first and second openings, the tie-rod dividing the first and second rigid members into a first lateral section on one side of the tie-rod and a second lateral section on a diametrically opposite side of the tie-rod; first support and second support disposed between the first and second rigid members, the first support being disposed in the first lateral section, the second support being disposed in the second lateral section, the tie-rod extending through the first and second rigid members outside of the first support or the second support; and a nut threaded to the tie-rod, the nut exerting pressure on the second rigid member to place the tie rod under tension loading, the tension loading is transferred by the second rigid member to the first and second supports to subject the first and second supports to compression loading, thereby causing the first rigid member to press on the horizontal member of the stud wall via the first and second lateral sections of the first rigid member, thus distributing the compression loading.

A fabricated limiting-reinforced steel-wood frosted sleeve composite joint includes a square central column, X-shaped wood beams and a beam-column connecting assembly, wherein the beam-column connecting assembly is fixedly disposed around an outer side of the square central column, and the X-shaped wood beams are located on an outer side of the beam-column connecting assembly and are fixedly connected with the beam-column connecting assembly. The square central column comprises a frosted wood column, a frosted steel sleeve, a frosted wood sleeve shell, a Fiber Reinforced Polymer (FRP) layer and central column frosted steel covers, wherein a first central hole penetrating through the frosted wood column is formed in the center of the frosted wood column in a lengthwise direction, a prestressed steel strand penetrates through the first central hole, the frosted steel sleeve is of a hollow tetrahedral structure and is fixedly disposed around an outer side of the frosted wood column.

The present disclosed subject matter relates to a connector for two workpieces, which are in particular made of wood. The connector comprises a first and a second fitting which may be mounted on one of the workpieces each by their one side and which may be anchored to one another by their other sides, and which each have a circumferential edge between their one and other side. At least the first fitting has a projection with an undercut on its other side and the second fitting has a slot, starting from its edge and corresponding to the undercut, for anchoring the projection. At least one of the fittings has a protrusion on its other side and running transverse to the direction of the slot for resting of the edge of the other fitting when the projection is in the position anchored in the slot.

A permanent spacing beam for the rapid deployment of roofing trusses on site. Such permanent spacing beams and truss ties as described may utilize a mount end, a retention end, and an elongate portion which spans the distance between the mount end and the retention end. The mount end may have a mount slot and the retention end may have a retention slot. The mount slot and the retention slot may be configured to permanently couple and mount to a first truss timber stud and an adjacent truss timber stud used in residential and commercial roof construction. Such a configuration results in a permanent truss tie being spanned between two roofing trusses thereby creating a more robust and sturdy roof construction.

A reinforced stud-framed wall, including a bottom plate; first and second vertical studs; a member supported on the bottom plate, the member having a compression strength greater than a compression strength of the bottom plate; the first vertical stud having a bottom end supported on the member with a first contact area, whereby a load on the first contact area is spread over a first area on the bottom plate larger than the first contact area; and the second vertical stud having a bottom end supported on the member with a second contact area, whereby a load on the second contact area is spread over a second area on the bottom plate larger than the second contact area.

The present disclosure provides in various embodiments a truss member connector including a first attachment section, a second attachment section, a connection section connecting the first attachment section to the second attachment section, and one or more guide pins. The present disclosure provides in various embodiments a reinforced truss and a method for reinforcing a truss member of a truss with the additional reinforcing member which includes attaching an additional reinforcing member to the truss member with a plurality of truss member connectors to enable rotation of the additional reinforcing member relative to the truss member such that the additional reinforcing member adds support and rigidity to the truss member and the entire truss.

Apparatus for interconnecting wooden members that includes a V shaped pair of flanges that are fixed to an L shaped bracket which bracket is adapted to be attached to one wooden member and where the flanges are adapted to be inserted into V slots on a second wooden member.