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Engineering · Civil Engineering
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Use the AISC Steel Construction Manual
6. [T6.21 Using the floor plan shown below, assume a floor live load, Lo=60 psf. Determine the tributary areas and the design live load, L, in psf for the structural components below, by applying a live load reduction, if applicable. B-1, interior beam; B-2. Spandrel beam; G-1, interior girder; C-1, interior column; C-2, corner column. 40-0 40-0 C-2 B-1 C-1
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