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Engineering · Civil Engineering
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a) calculate interior beam service load in units of klf
b) calculate the factored axial column load (in units of kips) transferred to column C3 on the 3rd floor
c) calculate the slab service load in units of psf
he building is used for general office space. The slab is 8 in. thick. The beams are 12 in. wide and have a total depth of 18 in., the bay dimensions are 18.5 ft in the X direction and 21 ft in the Y direction, and the superimposed service dead load is 12 psf. Calculate the interior beam service load in units of klf. Use normal weight reinforced concrete with a unit weight of 150 pcf. Do not consider any live load reduction factors 7 bays @ y-yy Plan bu -4- Elevation
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