A hanger bracket for mounting a skewed beam at a junction of two adjacent beams includes a supporting section configured to support the skewed beam. Fixing flanges substantially perpendicular to the supporting section are configured for attaching the bracket to the adjacent beams along surfaces of the fixing flanges positioned to engage respective ones of the adjacent beams when attached thereto. The surfaces define planes that are non-parallel and non-coincident with each other. Reinforcing faces are located between the supporting section and each of the fixing flanges. The reinforcing faces are inclined relative to the supporting section and fixing flanges. Holes in at least one of the supporting section and the reinforcing faces are configured to receive fasteners to secure the skewed beam to the hanger bracket.

A rafter bracket configured to connect a vertical post to a rafter and beam(s) is described herein. The rafter bracket may include lower vertical side plates, a horizontal plate, and upper vertical side plates. The horizontal plate may be perpendicular to the upper and lower vertical side plates and may separate the upper vertical side plates from the lower vertical side plates. The horizontal plate and lower vertical side plates may create a lower cavity that receives the vertical post. Meanwhile, the rafter may be positioned on one of the upper vertical side plates and positioned between two of the upper vertical side plates and may be angled at an acute angle relative to the vertical post as well as the upper and lower vertical side plates. One or more of the lower vertical side plates may receive lateral plates that define a lateral cavity receiving the beam.

A shear transfer system is provided. In the system a shear tie strap is attached to a first framing member, a second framing member, a third framing member, a fourth framing member, and a fifth framing member of a frame in a framed building. The second, third, fourth, and fifth framing members are orthogonal or oblique to the first framing member. More than one shear tie strap may be present in the framed building.

A rafter bracket configured to connect a vertical post to a rafter is described herein. The rafter bracket may include lower vertical side plates, a horizontal plate, and upper vertical side plates. The horizontal plate may be perpendicular to the upper and lower vertical side plates and may separate the upper vertical side plates from the lower vertical side plates. The horizontal plate and lower vertical side plates may create an upper cavity that receives the vertical post. Meanwhile, the rafter may be positioned on one of the upper vertical side plates and positioned between two of the upper vertical side plates and may be angled at an acute angle relative to the vertical post as well as the upper and lower vertical side plates.

A shear transfer system is provided. In the system a shear tie strap is attached to a first framing member, a second framing member, a third framing member, a fourth framing member, and a fifth framing member of a frame in a framed building. The second, third, fourth, and fifth framing members are orthogonal or oblique to the first framing member. More than one shear tie strap may be present in the framed building.

A lightweight steel construction includes a plurality of beams and rafters. Each of the beams includes two opposite C-shaped steels. Two ends of the two C-shaped steels are respectively positioned by two first positioning members in a length direction of the C-shaped steels. Several beams can be assembled with each other via the first positioning members to be formed as a crossbeam and a column of a building. Each of the rafters includes a C-shaped steel. Two ends of the C-shaped steel are respectively positioned by two second positioning members in the length direction of the C-shaped steel. Several rafters can be positioned between adjacent beams via the second positioned members to be formed as a floor surface, a wall surface, and a roof of the supporting frame of the building.

The present invention relates to a roof truss tie-down apparatus including a pin and bracket engagement which enables a wall frame to accommodate any style of roof truss at any angle, and a method of constructing such a roof frame.

A roof for a building comprises a ridge beam for defining an upper edge of the roof, and a first eaves beam for defining a lower edge of the roof. The roof further comprises a first panel connectable to both the ridge beam and the eaves beam, being capable of spanning the distance therebetween and extending over at least a first portion of the area of the roof. In addition, the roof comprises one or more retention structures positionable relative to the first panel and one of said beams and configured to clamp said panel against the other of said beams.

A hanger bracket for mounting a skewed beam at a junction of two adjacent beams includes a supporting section configured to support the skewed beam. Fixing flanges substantially perpendicular to the supporting section are configured for attaching the bracket to the adjacent beams along surfaces of the fixing flanges positioned to engage respective ones of the adjacent beams when attached thereto. The surfaces define planes that are non-parallel and non-coincident with each other. Reinforcing faces are located between the supporting section and each of the fixing flanges. The reinforcing faces are inclined relative to the supporting section and fixing flanges. Holes in at least one of the supporting section and the reinforcing faces are configured to receive fasteners to secure the skewed beam to the hanger bracket.

A hanger bracket for mounting a skewed beam at a junction of two adjacent beams includes a supporting section configured to support the skewed beam. Fixing flanges are substantially perpendicular to the supporting section and are configured for attaching the bracket to the adjacent beams. The fixing flanges lie in different planes to each other. Reinforcing faces are located between the supporting section and each of the fixing flanges. The reinforcing faces are inclined relative to the supporting section and fixing flanges. The hanger bracket includes holes in the supporting section or reinforcing faces configured to secure the skewed beam to the hanger bracket.