Abstract: An example solar structure is disclosed for providing shade to a roof of a building having a building support structure. The solar structure may comprise: a plurality of vertical supports; a plurality of connecting beams; and a plurality of solar panels, wherein the plurality of vertical supports couple the load of the solar structure directly to the building support structure. Example methods are disclosed for keeping rooftop equipment cooler and operating more efficiently and longer, for specifying smaller AC units, for extending the life of a roof, for reducing the heat entering a building from sunshine, for reducing the heat re-radiated from solar panels onto a roof, and for specifying smaller structural roof support beams. An example solar structure comprises a movable portion configured to move from a first position to a second position to allow rooftop equipment to be lifted off the roof through the solar structure.

Abstract: An example solar structure is disclosed for providing shade to a roof of a building having a building support structure. The solar structure may comprise: a plurality of vertical supports; a plurality of connecting beams; and a plurality of solar panels, wherein the plurality of vertical supports couple the load of the solar structure directly to the building support structure. Example methods are disclosed for keeping rooftop equipment cooler and operating more efficiently and longer, for specifying smaller AC units, for extending the life of a roof, for reducing the heat entering a building from sunshine, for reducing the heat re-radiated from solar panels onto a roof, and for specifying smaller structural roof support beams. An example solar structure comprises a movable portion configured to move from a first position to a second position to allow rooftop equipment to be lifted off the roof through the solar structure.

Abstract: An example solar structure is disclosed for providing shade to a roof of a building having a building support structure. The solar structure may comprise: a plurality of vertical supports; a plurality of connecting beams; and a plurality of solar panels, wherein the plurality of vertical supports couple the load of the solar structure directly to the building support structure. Example methods are disclosed for keeping rooftop equipment cooler and operating more efficiently and longer, for specifying smaller AC units, for extending the life of a roof, for reducing the heat entering a building from sunshine, for reducing the heat re-radiated from solar panels onto a roof, and for specifying smaller structural roof support beams. An example solar structure comprises a movable portion configured to move from a first position to a second position to allow rooftop equipment to be lifted off the roof through the solar structure.

Abstract: The present invention provides for improvement of ductility and strength performance of connections in structural steel buildings made typically with rolled structural shapes, specifically in bolted and/or welded beam-to-column connections with welded flanges, by greatly reducing the very significant uneven stress distribution found in the conventionally designed connection at the column/beam weld, through use of slots in column and/or beam webs with or without continuity plates in the area of the column between the column flanges, as well as, optionally, extended shear plate connections with additional columns of bolts for the purpose of reducing the stress concentration factor in the center of the flange welds. Moreover, the slots in beam web adjacent to the beam flanges allow the beam web and flange to buckle independently thereby eliminating the degrading of the beam strength caused by lateral-torsional bucking.

Abstract: The present invention relates to improvement of strength performance of connections in structural steel buildings made typically with rolled structural shapes, specifically in beam-to-column connections made with bolt or riveted weld web connections and welded flanges, to greatly reduce the very significant uneven stress distribution found in the conventionally-designed connection at the column/beam weld, through use of slots in column and/or beam webs with or without continuity plates in the area of the column between the column flanges, as well as, optionally, extended shear connections with additional columns of bolts for the purpose of reducing the stress concentration factor in the center of the flange welds.