1108 N Towner St Unit#2 - Plan - Laserfiche WebLink

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General Footing Keshishian EngineeringLic. # : KW-06012794 DESCRIPTION:RB-1 FOOTING Software copyright ENERCALC, INC. 1983-2020, Build:12.20.10.31 File: 23064.ec6 PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.7287 Soil Bearing 1.093 ksf 1.50 ksf +D+Lr about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.02390 Z Flexure (+X) 0.6250 k-ft/ft 26.153 k-ft/ft +1.20D+1.60Lr PASS 0.02390 Z Flexure (-X) 0.6250 k-ft/ft 26.153 k-ft/ft +1.20D+1.60Lr PASS 0.02390 X Flexure (+Z) 0.6250 k-ft/ft 26.153 k-ft/ft +1.20D+1.60Lr PASS 0.02390 X Flexure (-Z) 0.6250 k-ft/ft 26.153 k-ft/ft +1.20D+1.60Lr PASS n/a 1-way Shear (+X) 0.0 psi 75.0 psi n/a PASS 0.0 1-way Shear (-X) 0.0 psi 0.0 psi n/a PASS n/a 1-way Shear (+Z) 0.0 psi 75.0 psi n/a PASS n/a 1-way Shear (-Z) 0.0 psi 75.0 psi n/a PASS n/a 2-way Punching 3.420 psi 75.0 psi +1.20D+1.60Lr Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress @ Location Actual / Allow Soil Bearing (in)Gross Allowable Bottom, -Z Top, +Z Left, -X Right, +X RatioLoad Combination... X-X, D Only 1.50 n/a0.5925 0.5925 n/a 0.3950.0n/a X-X, +D+Lr 1.50 n/a1.093 1.093 n/a 0.7290.0n/a X-X, +D+0.750Lr 1.50 n/a0.9675 0.9675 n/a 0.6450.0n/a X-X, +0.60D 1.50 n/a0.3555 0.3555 n/a 0.2370.0n/a Z-Z, D Only 1.50 0.5925n/a n/a 0.5925 0.395n/a0.0 Z-Z, +D+Lr 1.50 1.093n/a n/a 1.093 0.729n/a0.0 Z-Z, +D+0.750Lr 1.50 0.9675n/a n/a 0.9675 0.645n/a0.0 Z-Z, +0.60D 1.50 0.3555n/a n/a 0.3555 0.237n/a0.0 Rotation Axis & Overturning Stability Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio Footing Has NO Overturning Force Application Axis Sliding Stability All units k Load Combination...StatusSliding Force Resisting Force Stability Ratio Footing Has NO Sliding Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension k-ft Actual As StatusMu Side Surface Gvrn. As Phi*Mn X-X, +1.40D 0.2625 +Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +1.40D 0.2625 -Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +1.20D+0.50Lr 0.350 +Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +1.20D+0.50Lr 0.350 -Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +1.20D 0.2250 +Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +1.20D 0.2250 -Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +1.20D+1.60Lr 0.6250 +Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +1.20D+1.60Lr 0.6250 -Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +0.90D 0.1688 +Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +0.90D 0.1688 -Z Bottom 0.3888 Min Temp %0.40 26.153 OK Z-Z, +1.40D 0.2625 -X Bottom 0.3888 Min Temp %0.40 26.153 OK Z-Z, +1.40D 0.2625 +X Bottom 0.3888 Min Temp %0.40 26.153 OK Z-Z, +1.20D+0.50Lr 0.350 -X Bottom 0.3888 Min Temp %0.40 26.153 OK Z-Z, +1.20D+0.50Lr 0.350 +X Bottom 0.3888 Min Temp %0.40 26.153 OK Z-Z, +1.20D 0.2250 -X Bottom 0.3888 Min Temp %0.40 26.153 OK Z-Z, +1.20D 0.2250 +X Bottom 0.3888 Min Temp %0.40 26.153 OK Page 14 1108 N Towner St & #212/13/2024