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<br />Current Date: 4/1/2024 3:13 PM <br />Units system: English <br />Design Results <br />Reinforced Concrete Footings <br />______________________________________________________________________________________________________________________________ <br />GENERAL INFORMATION: <br />Global status :OK <br />Design Code :ACI 318-2014 <br />Footing type :Spread <br />Column type :Pedestal <br />Geometry <br />Length :10.00 [ft] <br />Width :10.00 [ft] <br />Thickness :2.00 [ft] <br />Base depth :7.00 [ft] <br />Base area :100.00 [ft2] <br />Footing volume :200.00 [ft3] <br />Pedestal length :22.00 [in] <br />Pedestal width :31.00 [in] <br />Pedestal height :39.48 [in] <br />Pedestal location relative to footing g.c.:Centered <br />Materials <br />Concrete, f'c :5.00 [Kip/in2]Steel, fy :60.00 [Kip/in2] <br />Concrete type :Normal Epoxy coated :No <br />Concrete elasticity modulus :4030.51 [Kip/in2]Steel elasticity modulus :29000.00 [Kip/in2] <br />Unit weight :0.15 [Kip/ft3] <br />Soil <br />Modulus of subgrade reaction :200.00 [Kip/ft3] <br />Unit weight (wet):0.11 [Kip/ft3] <br />Footing reinforcement <br />Free cover :3.00 [in] <br />Maximum Rho/Rho balanced ratio :0.75 <br />Bottom reinforcement // to L (xx):12-#6 @ 10.00" <br />Top reinforcement // to L (xx):12-#6 @ 10.00" <br />Bottom reinforcement // to B (zz):12-#6 @ 10.00" (Zone 1) <br />Top reinforcement // to B (zz):8-#6 @ 16.00" <br />Page1 <br />COLUMN FOOTING DESIGN AT N2 AND NF <br />15.55 <br />2350 S Pullman St - <br />Phase I3/4/2025