Structural · S-857KW

Girder Loading Detail

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This diagram establishes structural loading criteria for roof and floor trusses based on building occupancy. In warehouse areas, a point load of one thousand pounds must be added at any joint that induces maximum stress on the truss, in addition to standard roof loads. In office areas, a point load of two thousand pounds is required at any critical stress joint, accounting for both roof and floor loads. Horizontal load capacity is specified at two hundred fourteen kips under Load and Resistance Factor Design, unless noted otherwise on the plan. Dimensions for the girder itself must be coordinated with the manufacturer's shop drawings.

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