Inclined Roof Steel Truss Connection to HEB Column

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This is a CAD dwg drawing for an Inclined Roof Steel Truss Connection to HEB Column detail. Pitched roof truss with top and bottom HEB220 section profile top and bottom chords and with SHS100x5.0mm vertical and diagonal truss members. Truss is supported on an HEB steel column with a moment resisting endplate connection.

Connection with a bolted endplate welded onto the truss members. Moment resisting endplate connection bolted onto the HEB column flange. Column web is reinforced with stiffener plates.
All truss members are welded together with fillet welds.

Roof trusses, are commonly used in order to achieve large spans for creating large open space areas. Instead of large heavy primary girder beams, with very large profile sections, trusses also reduce the cost per steel unit weight of the construction.

Size of the truss and truss members depend on the loading conditions, design criteria as well as architectural restrictions. By enlarging the truss overall depth, greater loads can be achieved but in some cases this is not feasible due to architectural restrictions. Variations of truss depth and truss members can achieve the desired loading requirements, thus creating an infinite number of possible truss variations.

On top of that, truss openings can be very easily used, for passing all mechanical and electrical services within the truss depth, thus eliminating further downsizing of the ceiling clear height. Once the mechanical ducting services are obtained, one can design the truss with given minimum and maximum depth and sizing in order to achieve the best feasible result.