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:(E) FOUNDATION - MAX LOAD 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 0.9885 Soil Bearing 1.977 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 0.6108 Z Flexure (+X)6.610 k-ft/ft 10.821 k-ft/ft +1.20D+0.50Lr+1.60L PASS 0.6108 Z Flexure (-X)6.610 k-ft/ft 10.821 k-ft/ft +1.20D+0.50Lr+1.60L PASS 0.6108 X Flexure (+Z)6.610 k-ft/ft 10.821 k-ft/ft +1.20D+0.50Lr+1.60L PASS 0.6108 X Flexure (-Z)6.610 k-ft/ft 10.821 k-ft/ft +1.20D+0.50Lr+1.60L PASS 0.5406 1-way Shear (+X)36.267 psi 67.082 psi +1.20D+0.50Lr+1.60L PASS 0.5406 1-way Shear (-X)36.267 psi 67.082 psi +1.20D+0.50Lr+1.60L PASS 0.5406 1-way Shear (+Z)36.267 psi 67.082 psi +1.20D+0.50Lr+1.60L PASS 0.5406 1-way Shear (-Z)36.267 psi 67.082 psi +1.20D+0.50Lr+1.60L PASS 0.8447 2-way Punching 113.333 psi 134.164 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/a1.225 1.225 n/a 0.6130.0n/a X-X, +D+L 2.0 n/a1.977 1.977 n/a 0.9890.0n/a X-X, +D+Lr 2.0 n/a1.449 1.449 n/a 0.7250.0n/a X-X, +D+0.750Lr+0.750L 2.0 n/a1.957 1.957 n/a 0.9790.0n/a X-X, +D+0.750L 2.0 n/a1.789 1.789 n/a 0.8950.0n/a X-X, +0.60D 2.0 n/a0.7350 0.7350 n/a 0.3680.0n/a Z-Z, D Only 2.0 1.225n/a n/a 1.225 0.613n/a0.0 Z-Z, +D+L 2.0 1.977n/a n/a 1.977 0.989n/a0.0 Z-Z, +D+Lr 2.0 1.449n/a n/a 1.449 0.725n/a0.0 Z-Z, +D+0.750Lr+0.750L 2.0 1.957n/a n/a 1.957 0.979n/a0.0 Z-Z, +D+0.750L 2.0 1.789n/a n/a 1.789 0.895n/a0.0 Z-Z, +0.60D 2.0 0.7350n/a n/a 0.7350 0.368n/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 3.827 +Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +1.40D 3.827 -Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +1.20D+0.50Lr+1.60L 6.610 +Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +1.20D+0.50Lr+1.60L 6.610 -Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +1.20D+1.60L 6.326 +Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +1.20D+1.60L 6.326 -Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +1.20D+1.60Lr+0.50L 5.139 +Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +1.20D+1.60Lr+0.50L 5.139 -Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +1.20D+1.60Lr 4.188 +Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +1.20D+1.60Lr 4.188 -Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +1.20D+0.50L 4.232 +Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +1.20D+0.50L 4.232 -Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +1.20D 3.281 +Z Bottom 0.2592 AsMin 0.280 10.821 OK HSA & ASSOCIATES 02/27/2025 Page 19 2130 E 4th St - REV 13/10/2025