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Project Title: JACKSON AVE DUPLEX <br />Engineer: CHRIS LALONDE <br />Project ID: SDA#9902 <br />Project Descr: LATERAL, GRAVITY, FOUNDATION <br />Combined Footing Project File: 9902.ec6 <br />DESCRIPTION: FRONT GARAGE FOOTING <br />DESIGN SUMMARDesign <br />_ <br />OKK <br />Factor of Safety Item <br />Applied <br />Capacity <br />Governing Load Combination <br />PASS 2.444 Overturning <br />47.671 k-ft <br />116.496 k-ft <br />+0.60D+0.60W <br />PASS 1.083 Sliding <br />3.196 k <br />3,461 k <br />+0.60D+0.60W <br />PASS No Uplift Uplift <br />0.0 k <br />0.0 k <br />No Uplift <br />Utilization Ratio Item <br />Applied <br />Capacity <br />Governing Load Combination <br />PASS 0.3354 Soil Bearing <br />0.5031 ksf <br />1.50 ksf <br />+D+0.60W <br />PASS 0.05896 1-way Shear - Col #1 <br />4.424 psi <br />75.0 psi <br />+1.20D+W <br />PASS 0,06232 1-way Shear- Col #2 <br />4.674 psi <br />75.0 psi <br />+0.90D+W <br />PASS 0.01163 2-way Punching - Cot #1 <br />1.744 psi <br />150.0 psi <br />+1.20D+W <br />PASS 0.007663 2-way Punching - Cot #2 <br />1.149 psi <br />150.0 psi <br />+1.40D <br />PASS No Bending Flexure - Left of Col #1 - Top <br />0.0 k-ft <br />0.0 k-ft <br />N/A <br />PASS No Bending Flexure - Left of Col #1 - Bottom <br />0.0 k-ft <br />0.0 k-ft <br />N/A <br />PASS 0.1394 Flexure - Between Cols - Top <br />-35.489 k-ft <br />254.497 k-ft <br />+1.20D+W <br />PASS 0.1426 Flexure - Between Cols - Bottom <br />36.301 k-ft <br />254.497 k-ft <br />+0.90D+W <br />PASS No Bending Flexure - Right of Col #2 -Top <br />0.0 k-ft <br />0.0 k-ft <br />N/A <br />PASS No Bending Flexure - Right of Col #2 - Bottom <br />0.0 k-ft <br />0.0 k-ft <br />N/A <br />Soil Bearing <br />__. __. <br />- _ ..e._ee.._----- -m.__-. <br />--------------- _ <br />Eccentricity <br />,-- _- <br />Actual Soil Bearing Stress <br />Actual / Allow <br />Load Combination... Total Bearing <br />from Ftg CL <br />@ Left Edge <br />@ Right Edge <br />Allowable Ratio <br />D Only 22.51 k <br />0.000 ft <br />0.29 ksf <br />0.29 ksf <br />_ 1.50 ksf -0 193- <br />+D+0.60W 22.51 k <br />2.118 ft <br />0.08 ksf <br />0.50 ksf <br />1.50 ksf 0-335 <br />+D+0.70E 22.51 k <br />1.977 It <br />0.09 ksf <br />0.49 ksf <br />1.50 ksf 0.326 <br />+D+0.450W 22.51 k <br />1.588 ft <br />0.13 ksf <br />0.45 ksf <br />1.50 ksf 0.300 <br />+0+0.5250E 22.51 k <br />1.483 ft <br />0.14 ksf <br />0.44 ksf <br />1.50 ksf 0.293 <br />+0.60D+0.60W 13.51 k <br />3.529 ft <br />0.00 ksf <br />0.39 ksf <br />1.50 ksf 0.261 <br />+0.60D+0.70E 13.51 k <br />3.296 ft <br />0.00 ksf <br />0.37 ksf <br />1.50 ksf 0.250 <br />Overturning Stability <br />Moments about Left Edge k-ft <br />loments about Right Edg <br />k-1t <br />Load Combination... <br />Overturning <br />Resisting <br />Ratio <br />Overturning <br />Resisting <br />Ratio <br />-- -- -- ---_ _ _ � <br />D Only <br />............ ... . ._ _ 0.000.00�--999.000---��0,C10 <br />0.00 <br />999.000 <br />+D+0.60W <br />0.00 <br />0.00 <br />999.000 <br />4767 <br />194.16 <br />4.073 <br />+D+0.70E <br />0.00 <br />0.00 <br />999.000 <br />44.51 <br />194.16 <br />4.362 <br />+D+0.450W <br />0.00 <br />0.00 <br />999.000 <br />35.75 <br />194.16 <br />5.431 <br />+D+0.5250E <br />0.00 <br />0.00 <br />999.000 <br />33.39 <br />194.16 <br />5.816 <br />+0.60D+0.60W <br />0.00 <br />0.00 <br />999.000 <br />4767 <br />116.50 <br />2.444 <br />+0.60D+0.70E <br />0.00 <br />0.00 <br />999.000 <br />44.51 <br />116.50 <br />2.617 <br />Sliding Stability <br />Load Combination... <br />Sliding Force <br />Resisting Force <br />Sliding SafetyRatio <br />D Only <br />-�0.00 k <br />5.71 k <br />999 <br />+D+0.60W <br />3.20 k <br />5,71 k <br />1.788 <br />+D+0.70E <br />2.87 k <br />5.71 k <br />1.992 <br />+D+0.450W <br />2.40 k <br />5.71 k <br />2.383 <br />+D+0.5250E <br />2.15 k <br />5.71 k <br />2.656 <br />+0.60D+0.60W <br />3.20 k <br />3.46 k <br />1.083 <br />+0.60D+0.70E <br />2.87 k <br />3.46 k <br />1.207 <br />Z-Axis Footing Flexure - Maximum <br />Values for Load Combination <br />Distance <br />Tenslon <br />Governed <br />Load Combination... <br />Mu <br />from left <br />Side <br />As Req'd <br />by <br />Actual As <br />Phi"Mn <br />Mu ! PhiMn <br />(ft-k) <br />(ft) <br />(in A2) <br />(in A2) <br />(ft-k) <br />+0.60D+0.70E� <br />^1mm0.000 <br />0.000 <br />T 0 <br />0.000 <br />0 <br />0.000 P <br />0.000 <br />0.000 <br />+0.60D+0.70E <br />0.000 <br />0.043 <br />0 <br />0.000 <br />0 <br />0.000 <br />0.000 <br />0.000 <br />+0.60D+0 70E <br />0.000 <br />0.086 <br />0 <br />0.000 <br />0 <br />0.000 <br />0.000 <br />0.000 <br />+1.20D+W <br />-0.013 <br />0.129 <br />Top <br />2.333 <br />Min Temp % <br />2.790 <br />254.497 <br />0.000 <br />+1.20D+W <br />-0.023 <br />0.173 <br />Top <br />2.333 <br />Min Temp % <br />2.790 <br />254.497 <br />0.000 <br />+1.20D+W <br />-0.036 <br />0 216 <br />Top <br />2.333 <br />Min Temp % <br />2.790 <br />254.497 <br />0.000 <br />