Abstract: A method of making steel beams in accordance with the present invention comprises sending web fabrication information to a web cutting station indicative of web sizes needed to make webs for steel beams and indicative of a web discharge sequence in which the webs are to be discharged from the cutting station. Steel plate is cut at the cutting station to form webs having the indicated web sizes. A series of the webs are transported from the cutting station to a beam station according to the web discharge sequence. Flange fabrication information is sent to a flange station indicative of flange sizes needed to make flanges for the beams and a flange discharge sequence in which the flanges are to be discharged from the flange station corresponding to the web discharge sequence. Steel stock is cut so as to form flanges having the indicated flange sizes. The flanges are transported to the beam station according to the flange discharge sequence so as to match the flanges with an associated one of the webs.

Abstract: Roofing brackets include a first leg that can be attached to vertical members of a roof structure and a second leg that extends at an angle from the first leg and can be attached to horizontal members of the roof structure and/or to a support surface. One or both of the first and second legs includes a plurality of preformed patterned holes having sizes that can receive fasteners. A roofing structure is fabricated using the roofing brackets.