The girder loading diagram establishes design load criteria for structural steel trusses with a horizontal reaction force of 110.0 kips LRFD. In the warehouse area, a point load of 1000 pounds must be added to any joint causing maximum stress in addition to standard roof loads. In the office area, a point load of 2000 pounds must be added to any joint causing maximum stress in addition to roof and floor loads. Girder dimensions are to be verified per the manufacturer's drawings.
FH= 110.0K (LRFD) GIRDER (SEE MANUFACTURER'S DRAWINGS FOR DIMENSIONS) WAREHOUSE AREA: 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.
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