This structural detail specifies loading criteria for steel girders and trusses, referencing manufacturer drawings for dimensions. For warehouse areas, a point load of two thousand pounds must be added at any joint causing maximum stress in addition to roof loads. For office areas, a point load of four thousand pounds is required at any joint producing maximum stress in addition to roof and floor loads. A horizontal reaction force of two hundred twenty-one kips in Load and Resistance Factor Design is indicated at the support.
GIRDER (SEE MANUFACTURER'S DRAWINGS FOR DIMENSIONS) IN ADDITION TO THE ROOF LOADS ADD A POINT LOAD OF 2000# @ ANY JOINT WHICH WILL CAUSE MAX STRESS OF TRUSS OFFICE AREA IN ADDITION TO THE ROOF LOADS AND FLOOR LOADS, ADD A POINT LOAD OF 4000# @ ANY JOINT THAT WILL CAUSE MAX STRESS OF TRUSS. FH= 221.0K (LRFD)
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