Steel Floor Flat Pratt Truss Support to SHS Column
This is a CAD dwg drawing template for a Steel Floor Flat Pratt Truss Support to SHS Column detail. Flat floor truss, with top and bottom HEB220 section profile top and bottom chords. Pratt truss with SHS100x5.0mm vertical and diagonal truss members. Truss is supported on a square hollow section SHS250x10.0mm column with a moment resisting connection.
Connection with a bolted endplate welded onto the truss members. Truss beam members welded onto the SHS column with double endplates. Detail shows secondary floor beams together with a standard floor decking detail.
Floor 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 floor ceiling. 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.
This is a great truss detailed drawing template that can be used with almost every design. Sizing can be altered with minimum CAD commands to match every design requirements.
Product includes :
CAD dwg format file
CAD dxf format file
CAD pdf format file
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