1801 E Chestnut Ave - Plan - Laserfiche WebLink

Home Browse Search

General Footing LIC# : KW-06015364, Build:20.22.8.17 KPFF CONSULTING ENGINEERS (c) ENERCALC INC 1983-2022 DESCRIPTION:(E)Pilaster Footing @ (E)BM-11 Project File: Santa Ana Zoo Ticket Booth.ec6 Project Title: Engineer: Project ID: Project Descr: FAIL Sliding - X-X k k FAIL Sliding - Z-Z k k DESIGN SUMMARY Design N.G. Governing Load CombinationMin. Ratio Item Applied Capacity PASS Soil Bearing ksf ksf FAIL Overturning - X-X k-ft k-ft FAIL Overturning - Z-Z k-ft k-ft FAIL Uplift k k PASS Z Flexure (+X)k-ft/ft k-ft/ft PASS Z Flexure (-X)k-ft/ft k-ft/ft PASS X Flexure (+Z)k-ft/ft k-ft/ft PASS X Flexure (-Z)k-ft/ft k-ft/ft PASS 1-way Shear (+X)psi psi PASS 1-way Shear (-X)psi psi PASS 1-way Shear (+Z)psi psi PASS 1-way Shear (-Z)psi psi PASS 2-way Punching psi psi 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/a0.7730 0.7730 n/a 0.5150.0n/a X-X, +D+Lr 1.50 n/a0.9849 0.9849 n/a 0.6570.0n/a X-X, +D+0.750Lr 1.50 n/a0.9319 0.9319 n/a 0.6210.0n/a X-X, +0.60D 1.50 n/a0.4638 0.4638 n/a 0.3090.0n/a Z-Z, D Only 1.50 0.7730n/a n/a 0.7730 0.515n/a0.0 Z-Z, +D+Lr 1.50 0.9849n/a n/a 0.9849 0.657n/a0.0 Z-Z, +D+0.750Lr 1.50 0.9319n/a n/a 0.9319 0.621n/a0.0 Z-Z, +0.60D 1.50 0.4638n/a n/a 0.4638 0.309n/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 0.9891 +Z Bottom 0.2592 AsMin 0.2667 10.424 OK X-X, +1.40D 0.9891 -Z Bottom 0.2592 AsMin 0.2667 10.424 OK X-X, +1.20D+0.50Lr 0.9670 +Z Bottom 0.2592 AsMin 0.2667 10.424 OK X-X, +1.20D+0.50Lr 0.9670 -Z Bottom 0.2592 AsMin 0.2667 10.424 OK X-X, +1.20D 0.8478 +Z Bottom 0.2592 AsMin 0.2667 10.424 OK X-X, +1.20D 0.8478 -Z Bottom 0.2592 AsMin 0.2667 10.424 OK X-X, +1.20D+1.60Lr 1.229 +Z Bottom 0.2592 AsMin 0.2667 10.424 OK X-X, +1.20D+1.60Lr 1.229 -Z Bottom 0.2592 AsMin 0.2667 10.424 OK X-X, +0.90D 0.6359 +Z Bottom 0.2592 AsMin 0.2667 10.424 OK X-X, +0.90D 0.6359 -Z Bottom 0.2592 AsMin 0.2667 10.424 OK Z-Z, +1.40D 0.9891 -X Bottom 0.2592 AsMin 0.2667 10.424 OK Z-Z, +1.40D 0.9891 +X Bottom 0.2592 AsMin 0.2667 10.424 OK Z-Z, +1.20D+0.50Lr 0.9670 -X Bottom 0.2592 AsMin 0.2667 10.424 OK Z-Z, +1.20D+0.50Lr 0.9670 +X Bottom 0.2592 AsMin 0.2667 10.424 OK Z-Z, +1.20D 0.8478 -X Bottom 0.2592 AsMin 0.2667 10.424 OK Z-Z, +1.20D 0.8478 +X Bottom 0.2592 AsMin 0.2667 10.424 OK Z-Z, +1.20D+1.60Lr 1.229 -X Bottom 0.2592 AsMin 0.2667 10.424 OK Page 32