Question: Live load = 1 0 0 psf Decking = 8 p s f Beams = 5 - plf Girder = 2 0 plf Concrete density

Live load =100 psf
Decking =8psf
Beams =5-plf
Girder =20 plf
Concrete density =150 pcf
Soil bearing capacity =2500 psf
Please round to the nearest one-tenth (i.e.,0.1).
Determine the reaction force for a typical interior beam (ledger beam side)=
Live load = 1 0 0 psf Decking = 8 p s f Beams = 5

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