2130 E 4th St - REV 1 - Plan - Laserfiche WebLink

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General Footing LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:NEW FOUNDATION Project File: OLIVE CREST - SHEAR ALL REMOVAL.ec6 Project Title: Engineer: Project ID: Project Descr: 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 0.750 Soil Bearing 1.50 ksf 2.0 ksf +D+L 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 0.2135 Z Flexure (+X)2.945 k-ft/ft 13.795 k-ft/ft +1.20D+0.50Lr+1.60L PASS 0.2135 Z Flexure (-X)2.945 k-ft/ft 13.795 k-ft/ft +1.20D+0.50Lr+1.60L PASS 0.2818 X Flexure (+Z)2.945 k-ft/ft 10.450 k-ft/ft +1.20D+0.50Lr+1.60L PASS 0.2818 X Flexure (-Z)2.945 k-ft/ft 10.450 k-ft/ft +1.20D+0.50Lr+1.60L PASS 0.220 1-way Shear (+X)18.075 psi 82.158 psi +1.20D+0.50Lr+1.60L PASS 0.220 1-way Shear (-X)18.075 psi 82.158 psi +1.20D+0.50Lr+1.60L PASS 0.220 1-way Shear (+Z)18.075 psi 82.158 psi +1.20D+0.50Lr+1.60L PASS 0.220 1-way Shear (-Z)18.075 psi 82.158 psi +1.20D+0.50Lr+1.60L PASS 0.4211 2-way Punching 69.197 psi 164.317 psi +1.20D+0.50Lr+1.60L 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 2.0 n/a0.9613 0.9613 n/a 0.4810.0n/a X-X, +D+L 2.0 n/a1.50 1.50 n/a 0.7500.0n/a X-X, +D+Lr 2.0 n/a1.125 1.125 n/a 0.5630.0n/a X-X, +D+0.750Lr+0.750L 2.0 n/a1.488 1.488 n/a 0.7440.0n/a X-X, +D+0.750L 2.0 n/a1.365 1.365 n/a 0.6830.0n/a X-X, +0.60D 2.0 n/a0.5768 0.5768 n/a 0.2880.0n/a Z-Z, D Only 2.0 0.9613n/a n/a 0.9613 0.481n/a0.0 Z-Z, +D+L 2.0 1.50n/a n/a 1.50 0.750n/a0.0 Z-Z, +D+Lr 2.0 1.125n/a n/a 1.125 0.563n/a0.0 Z-Z, +D+0.750Lr+0.750L 2.0 1.488n/a n/a 1.488 0.744n/a0.0 Z-Z, +D+0.750L 2.0 1.365n/a n/a 1.365 0.683n/a0.0 Z-Z, +0.60D 2.0 0.5768n/a n/a 0.5768 0.288n/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 StatusMuSide Surface Gvrn. As Phi*Mn X-X, +1.40D 1.750 +Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +1.40D 1.750 -Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +1.20D+0.50Lr+1.60L 2.945 +Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +1.20D+0.50Lr+1.60L 2.945 -Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +1.20D+1.60L 2.820 +Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +1.20D+1.60L 2.820 -Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +1.20D+1.60Lr+0.50L 2.313 +Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +1.20D+1.60Lr+0.50L 2.313 -Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +1.20D+1.60Lr 1.90 +Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +1.20D+1.60Lr 1.90 -Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +1.20D+0.50L 1.913 +Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +1.20D+0.50L 1.913 -Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +1.20D 1.50 +Z Bottom 0.2592 AsMin 0.2657 10.450 OK HSA & ASSOCIATES 02/27/2025 Page 22 2130 E 4th St - REV 13/10/2025