Laserfiche WebLink
Title: Job# <br /> Dsgnr: Date: 3:10PM, 5 AUG 13 <br /> Description: <br /> Scope: <br /> Rev 580001 <br /> UserKW-0605764,ve�s.e.o,�-��-zoos General Footin Anal�/SIS � �@SI Il Page 1 <br /> (c)1983-2003 ENERCALC Engineering Software g J 9 <br /> Description E.9-1.1 <br /> General Information Code Ref:ACI 31&02, 1997 UBC,2003 IBC,2003 NFPA 5000 <br /> Allowable Soil Bearing 2,500.0 psf Dimensions... <br /> Short Term Increase 1.000 Width along X-X Axis 9.000 ft <br /> Seismic Zone 0 Length along Y-Y Axis 6.000 ft <br /> Live&Short Term Combined <br /> Footing Thickness 12.00 in <br /> Col Dim.Along X-X A�cis 70.00 in <br /> fc 3,000.0 psi Col Dim.Along Y-Y Axis 12.00 in <br /> FY 60,000.0 psi Base Pedestal Height 0.000 in <br /> Concrete Weight 145.00 pcf Min Steel% 0.0014 <br /> Overburden Weight 293.00 psf Rebar Center To Edge Distance 3.50 in <br /> Loads <br /> Applied Vertical Load... <br /> Dead Load 33.908 k .ecc along X-X Axis 18.000 in <br /> Live Load 6.047 k ...ecc along Y-Y Axis 13.490 in <br /> Short Term Load k <br /> Creates Rotation about Y-Y Axis Creates Rotation about X-X Axis <br /> Applied Moments... (pressures @ left&right) (pressures @ top 8 bot) <br /> Dead Load k_ft k_f� <br /> Live Load k_ft k_fi� <br /> Short Term k_n k_f� <br /> Creates Rotation about Y-Y Axis Creates Rotation about X-X Axis <br /> Applied Shears... (pressures @ left&right) (pressures @ top&bot) <br /> Dead Load k k <br /> Live Load k k <br /> Short Term k k <br /> Summary Footing Design OK <br /> 9 OOft x 6 OOft Footing, 12 Oin Thick, w/Column Support 70.00 x 12.00in x O.Oin high <br /> DL+LL DL+LL+ST Actual Allowable <br /> Max Soil Pressure 1,978.0 1,978.0 psf Max Mu 1.955 k-ft per ft <br /> Allowable 2,500.0 2,500.0 psf Required Steel Area 0.259 in2 per ft <br /> "X'Ecc,of Resultant 11.619 in 11.619 in <br /> "Y'Ecc,of Resultant 8.708 in 8.708 in Shear Stresses.. Vu Vn'Phi <br /> 1-Way 14.973 93.113 psi <br /> X-X Min.Stability Ratio No Overtuming 1.500.1 2-Way 24.018 147 103 psi <br /> Y-Y Min.Stability Ratio No Overturning <br /> Footing Design <br /> Shear Forces ACI C-1 ACI G2 ACI C-3 Vn"Phi <br /> Two-Way Shear 24.02 psi 18.01 psi 12.47 psi 147.10 psi <br /> One-Way Shears. <br /> Vu @ Left 0.00 psi 0.00 psi 0.00 psi 93.11 psi <br /> Vu @ Right 5.10 psi 3.83 psi 1.83 psi 93.11 psi <br /> Vu @ Top 14.97 psi 11.23 psi 8.21 psi 93.11 psi <br /> Vu @ Bottom 10.49 psi 7.87 psi 4.65 psi 93.11 psi <br /> Moments ACI C-1 ACI C-2 ACI C-3 Ru/Phi As Reo'd <br /> Mu @ Left 0.90 k-ft 0.67 k-ft 0.29 k-ft 13.8 psi 0.26 in2 per ft <br /> Mu @ Right 0.00 k-ft 0.00 k-ft 0.00 k-ft 0.0 psi 0.02 in2 per ft <br /> Mu @ Top 1.94 k-ft 1 46 k-ft 1 O6 k-ft 29.9 psi 0.26 in2 per ft <br /> Mu @ Bottom 1.95 k-ft 1 47 k-ft 0.81 k-ft 30.1 psi 0.26 in2 per ft <br />