This diagram specifies additional structural loading criteria for roof trusses in warehouse and office areas. For warehouse areas, an additional point load of one thousand pounds must be applied at any joint that causes maximum stress on the truss, supplementing standard roof loads. For office areas, a point load of two thousand pounds must be added at any joint that causes maximum stress, accounting for combined roof and floor loads. Girder dimensions and specifications are to be verified per the manufacturer's drawings. The horizontal reaction force is noted as three hundred eighty-four kips under load and resistance factor design.
13 TRUSS LOADING DETAIL (UNO) N.T.S. GIRDER (SEE MANUFACTURER'S DRAWINGS FOR DIMENSIONS) IN ADDITION TO THE ROOF LOADS ADD A POINT LOAD OF 1000# @ 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 2000# @ ANY JOINT THAT WILL CAUSE MAX STRESS OF TRUSS. FH= 384.0K (LRFD)
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