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

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General Footing Keshishian EngineeringLic. # : KW-06012794 DESCRIPTION:RB-2 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 0.8920 Soil Bearing 1.338 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 0.04780 Z Flexure (+X) 1.250 k-ft/ft 26.153 k-ft/ft +1.20D+1.60Lr PASS 0.04780 Z Flexure (-X) 1.250 k-ft/ft 26.153 k-ft/ft +1.20D+1.60Lr PASS 0.04780 X Flexure (+Z) 1.250 k-ft/ft 26.153 k-ft/ft +1.20D+1.60Lr PASS 0.04780 X Flexure (-Z) 1.250 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 8.333 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/a0.6975 0.6975 n/a 0.4650.0n/a X-X, +D+Lr 1.50 n/a1.338 1.338 n/a 0.8920.0n/a X-X, +D+0.750Lr 1.50 n/a1.178 1.178 n/a 0.7850.0n/a X-X, +0.60D 1.50 n/a0.4185 0.4185 n/a 0.2790.0n/a Z-Z, D Only 1.50 0.6975n/a n/a 0.6975 0.465n/a0.0 Z-Z, +D+Lr 1.50 1.338n/a n/a 1.338 0.892n/a0.0 Z-Z, +D+0.750Lr 1.50 1.178n/a n/a 1.178 0.785n/a0.0 Z-Z, +0.60D 1.50 0.4185n/a n/a 0.4185 0.279n/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 0.5250 +Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +1.40D 0.5250 -Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +1.20D+0.50Lr 0.70 +Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +1.20D+0.50Lr 0.70 -Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +1.20D 0.450 +Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +1.20D 0.450 -Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +1.20D+1.60Lr 1.250 +Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +1.20D+1.60Lr 1.250 -Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +0.90D 0.3375 +Z Bottom 0.3888 Min Temp %0.40 26.153 OK X-X, +0.90D 0.3375 -Z Bottom 0.3888 Min Temp %0.40 26.153 OK Z-Z, +1.40D 0.5250 -X Bottom 0.3888 Min Temp %0.40 26.153 OK Z-Z, +1.40D 0.5250 +X Bottom 0.3888 Min Temp %0.40 26.153 OK Z-Z, +1.20D+0.50Lr 0.70 -X Bottom 0.3888 Min Temp %0.40 26.153 OK Z-Z, +1.20D+0.50Lr 0.70 +X Bottom 0.3888 Min Temp %0.40 26.153 OK Z-Z, +1.20D 0.450 -X Bottom 0.3888 Min Temp %0.40 26.153 OK Z-Z, +1.20D 0.450 +X Bottom 0.3888 Min Temp %0.40 26.153 OK Page 17 1108 N Towner St & #212/13/2024