2010 W Alco Ave Unit #2 - Plan - Laserfiche WebLink

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General Footing LIC# : KW-06019842, Build:20.23.08.30 Structural Engineering Consultants (c) ENERCALC INC 1983-202 DESCRIPTION:PAD: <1> Project File: Design Check.ec Project Title: Engineer: Pro ect ID: Project Descr: DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.7633 Soil Bearing 1.145 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 0.05997 Z Flexure (+X) 0.70 k-ft/ft 11.674 k-ft/ft +1.20D+1.60Lr PASS 0.05997 Z Flexure (-X) 0.70 k-ft/ft 11.674 k-ft/ft +1.20D+1.60Lr PASS 0.05997 X Flexure (+Z) 0.70 k-ft/ft 11.674 k-ft/ft +1.20D+1.60Lr PASS 0.05997 X Flexure (-Z) 0.70 k-ft/ft 11.674 k-ft/ft +1.20D+1.60Lr PASS 0.04148 1-way Shear (+X) 3.111 psi 75.0 psi +1.20D+1.60Lr PASS 0.04148 1-way Shear (-X) 3.111 psi 75.0 psi +1.20D+1.60Lr PASS 0.04148 1-way Shear (+Z) 3.111 psi 75.0 psi +1.20D+1.60Lr PASS 0.04148 1-way Shear (-Z) 3.111 psi 75.0 psi +1.20D+1.60Lr PASS 0.09859 2-way Punching 14.788 psi 150.0 psi +1.20D+1.60Lr Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress @ Location Actual / Allo Soil Bearing (in)Gross Allowable Bottom, -Z Top, +Z Left, -Right, +RatioLoad Combination... X-X, D Only 1.50 n/a0.6450 0.6450 n/a 0.4300.0n/a X-X, +D+Lr 1.50 n/a1.145 1.145 n/a 0.7630.0n/a X-X, +D+0.750Lr 1.50 n/a1.020 1.020 n/a 0.6800.0n/a X-X, +0.60D 1.50 n/a0.3870 0.3870 n/a 0.2580.0n/a Z-Z, D Only 1.50 0.6450n/a n/a 0.6450 0.430n/a0.0 Z-Z, +D+Lr 1.50 1.145n/a n/a 1.145 0.763n/a0.0 Z-Z, +D+0.750Lr 1.50 1.020n/a n/a 1.020 0.680n/a0.0 Z-Z, +0.60D 1.50 0.3870n/a n/a 0.3870 0.258n/a0.0 Rotation Axis & Overturning Stability Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio Footing Has NO Overturning 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 0.350 +Z Bottom 0.2592 AsMin 0.30 11.674 OK X-X, +1.40D 0.350 -Z Bottom 0.2592 AsMin 0.30 11.674 OK X-X, +1.20D+0.50Lr 0.4250 +Z Bottom 0.2592 AsMin 0.30 11.674 OK X-X, +1.20D+0.50Lr 0.4250 -Z Bottom 0.2592 AsMin 0.30 11.674 OK X-X, +1.20D 0.30 +Z Bottom 0.2592 AsMin 0.30 11.674 OK X-X, +1.20D 0.30 -Z Bottom 0.2592 AsMin 0.30 11.674 OK X-X, +1.20D+1.60Lr 0.70 +Z Bottom 0.2592 AsMin 0.30 11.674 OK X-X, +1.20D+1.60Lr 0.70 -Z Bottom 0.2592 AsMin 0.30 11.674 OK X-X, +0.90D 0.2250 +Z Bottom 0.2592 AsMin 0.30 11.674 OK X-X, +0.90D 0.2250 -Z Bottom 0.2592 AsMin 0.30 11.674 OK Z-Z, +1.40D 0.350 -Bottom 0.2592 AsMin 0.30 11.674 OK Z-Z, +1.40D 0.350 +Bottom 0.2592 AsMin 0.30 11.674 OK Z-Z, +1.20D+0.50Lr 0.4250 -Bottom 0.2592 AsMin 0.30 11.674 OK Z-Z, +1.20D+0.50Lr 0.4250 +Bottom 0.2592 AsMin 0.30 11.674 OK Z-Z, +1.20D 0.30 -Bottom 0.2592 AsMin 0.30 11.674 OK Z-Z, +1.20D 0.30 +Bottom 0.2592 AsMin 0.30 11.674 OK Z-Z, +1.20D+1.60Lr 0.70 -Bottom 0.2592 AsMin 0.30 11.674 OK Z-Z, +1.20D+1.60Lr 0.70 +Bottom 0.2592 AsMin 0.30 11.674 OK Z-Z, +0.90D 0.2250 -Bottom 0.2592 AsMin 0.30 11.674 OK Z-Z, +0.90D 0.2250 +Bottom 0.2592 AsMin 0.30 11.674 OK Pa e - 14 2010 W Alco Ave Unit #24/22/2025