Question: SIDE ELEVATION Live load = 2 0 0 psf Decking = 4 psf Beams = 4 plf Girder = 1 2 plf Concrete density =

SIDE ELEVATION
Live load =200 psf
Decking =4 psf
Beams =4 plf
Girder =12 plf
Concrete density =150 pcf
Soil bearing capacity =2000 psf
Please round to the nearest one-tenth (i.e.,0.1).
Determine the reaction force for a typical interior beam (ledger beam side)= Ib
Determine the reaction force for a typical interior beam (girder side)= lb
Determine the reaction force for a typical exterior beam (ledger beam side)= Ib
Determine the reaction force for a typical exterior beam (girder side)= Determine the load on Post A= lb
SIDE ELEVATION Live load = 2 0 0 psf Decking = 4

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