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<br />Current Date: 4/1/2024 2:59 PM <br />Units system: English <br />Design Results <br />Reinforced Concrete Footings <br />______________________________________________________________________________________________________________________________ <br />GENERAL INFORMATION: <br />Global status :Warnings in design <br />Design Code :ACI 318-2014 <br />Footing type :Combined <br />Column type :Steel <br />Geometry <br />Length :22.92 [ft] <br />Width :6.00 [ft] <br />Thickness :2.00 [ft] <br />Base depth :3.00 [ft] <br />Base area :137.52 [ft2] <br />Footing volume :275.04 [ft3] <br />Base plate length 1 :23.00 [in] <br />Base plate width 1 :11.00 [in] <br />Column length 1 :10.00 [in] <br />Column width 1 :10.00 [in] <br />Base plate length 2 :23.00 [in] <br />Base plate width 2 :11.00 [in] <br />Column length 2 :10.00 [in] <br />Column width 2 :10.00 [in] <br />Distance between columns :17.92 [ft] <br />Column location relative to footing g.c.:Other <br />Base eccentricity (eB):0.00 [in] <br />Base eccentricity (eL):12.00 [in] <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 />Page1 <br />PHASE 1 - COMBINED FOOTING AT NA/N1 AND NA/N3 <br />15.1 2350 S Pullman St - <br />Phase I3/4/2025