Agmt 21Citizens for Emergency Response and Preparedness Program, Inc. Revocable License Agreement

Browse Search

General Footing JACOBSLic. # : KW-06001057 DESCRIPTION:Eqiupment Pad Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 File: 555 California Way.ec6 Project Title: Engineer: Project ID: Printed: 25 FEB 2021, 12:05PM Project Descr: PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding PASS 3.074 Sliding - Z-Z 0.1932 k 0.5939 k +0.60D+0.70E DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.1792 Soil Bearing 0.1792 ksf 1.0 ksf +D+0.70E about Z-Z axis PASS 19.123 Overturning - X-X 0.1288 k-ft 2.463 k-ft +0.60D+0.70E PASS 4.494 Overturning - Z-Z 0.5481 k-ft 2.463 k-ft +0.60D+0.70E PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.04530 Z Flexure (+X)0.1959 k-ft/ft 4.324 k-ft/ft +1.568D+E PASS 0.04530 Z Flexure (-X)0.1959 k-ft/ft 4.324 k-ft/ft +1.568D-E PASS 0.02799 X Flexure (+Z)0.1210 k-ft/ft 4.324 k-ft/ft +1.568D+E PASS 0.02799 X Flexure (-Z)0.1210 k-ft/ft 4.324 k-ft/ft +1.568D-E PASS 0.03020 1-way Shear (+X)2.481 psi 82.158 psi +1.568D+E PASS 0.03020 1-way Shear (-X)2.481 psi 82.158 psi +1.568D-E PASS 0.01926 1-way Shear (+Z)1.583 psi 82.158 psi +1.568D+E PASS 0.01926 1-way Shear (-Z)1.583 psi 82.158 psi +1.568D-E PASS 0.04724 2-way Punching 7.762 psi 164.317 psi +1.568D-E 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 1.0 n/a0.1283 0.1283 n/a 0.1280.0n/a X-X, +D+0.60W 1.0 n/a0.1193 0.1373 n/a 0.1370.5683n/a X-X, +D+0.450W 1.0 n/a0.1215 0.1350 n/a 0.1350.4262n/a X-X, +0.60D+0.60W 1.0 n/a0.06795 0.08599 n/a 0.0860.9471n/a X-X, +D+0.70E 1.0 n/a0.1163 0.1402 n/a 0.1400.7530n/a X-X, +D+0.5250E 1.0 n/a0.1193 0.1372 n/a 0.1370.5648n/a X-X, +0.60D+0.70E 1.0 n/a0.06502 0.08892 n/a 0.0891.255n/a Z-Z, D Only 1.0 0.1283n/a n/a 0.1283 0.128n/a0.0 Z-Z, +D+0.60W 1.0 0.09955n/a n/a 0.1570 0.157n/a1.810 Z-Z, +D+0.450W 1.0 0.1067n/a n/a 0.1498 0.150n/a1.358 Z-Z, +0.60D+0.60W 1.0 0.04824n/a n/a 0.1057 0.106n/a3.017 Z-Z, +D+0.70E 1.0 0.07741n/a n/a 0.1792 0.179n/a3.204 Z-Z, +D+0.5250E 1.0 0.09013n/a n/a 0.1664 0.166n/a2.403 Z-Z, +0.60D+0.70E 1.0 0.02610n/a n/a 0.1278 0.128n/a5.341 Rotation Axis & Overturning Stability Load Combination... StatusOverturning Moment Resisting Moment Stability Ratio X-X, D Only None 0.0 k-ft Infinity OK X-X, +D+0.60W 0.09720 k-ft 4.105 k-ft 42.233 OK X-X, +D+0.450W 0.07290 k-ft 4.105 k-ft 56.311 OK X-X, +0.60D+0.60W 0.09720 k-ft 2.463 k-ft 25.340 OK X-X, +D+0.70E 0.1288 k-ft 4.105 k-ft 31.872 OK X-X, +D+0.5250E 0.09660 k-ft 4.105 k-ft 42.496 OK X-X, +0.60D+0.70E 0.1288 k-ft 2.463 k-ft 19.123 OK Z-Z, D Only None 0.0 k-ft Infinity OK Z-Z, +D+0.60W 0.3096 k-ft 4.105 k-ft 13.259 OK Z-Z, +D+0.450W 0.2322 k-ft 4.105 k-ft 17.679 OK Z-Z, +0.60D+0.60W 0.3096 k-ft 2.463 k-ft 7.956 OK Z-Z, +D+0.70E 0.5481 k-ft 4.105 k-ft 7.490 OK Z-Z, +D+0.5250E 0.4111 k-ft 4.105 k-ft 9.986 OK Z-Z, +0.60D+0.70E 0.5481 k-ft 2.463 k-ft 4.494 OK Force Application Axis Sliding Stability All units k Load Combination...StatusSliding Force Resisting Force Stability Ratio X-X, D Only 0.0 k 0.8402 k No Sliding OK X-X, +D+0.60W 0.0 k 0.8402 k No Sliding OK REV: 10-26-21 SK ATTY/AGR.2021.270/Citizens for Emergency Response and Preparedness Program, Inc. (Page 24 of 41)