4021 FRIDAY AVE 2025-09-11 - Laserfiche WebLink

Project Title: Miller Deck Engineer: NKH Project ID: 23-083 Project Descr: Genera! Footing Project FIe;-Footings.ec6 1 us N Engineering (c)6NERCALC INC198 •2 2 DESCRIPTION: Footing A DESIGN SUMMARY _ Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.9340 Soil Bearing 1.401 ksf 1.50 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 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 PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.04412 Z Flexure(+)0 0.4848 k-R/ft 10.988 k-ft/ft +1.201D+1.60L PASS 0.04412 Z Flexure(-X) 0.4848 k-ft/ft 10.988 k-ft/ft +1.2013+1.601- PASS 0.04412 X Flexure(+Z) 0.4848 k-ft/ft 10.988 k-ft/ft +1-20D+1.60L PASS 0.04412 X Flexure(-Z) 0.4848 k-ft/ft 10.988 k-ft/ft +1.200+1.60L PASS n/a 1-way Shear(+X) 0.0 psi 75.0 psi n/a PASS 0.0 1-way Shear(-X) 0.0 psi 0.0 psi n/a PASS n/a 1-way Shear(+Z) 0.0 psi 75.0 psi n/a PASS n/a 1-way Shear(-Z) 0.0 psi 75.0 psi n/a PASS n/a 2-way Punching 8.734 psi 75.0 psi +1.20D+1.60L Detailed Results Soil Bearing Rotation Axis& Xecc ze- Actua of Bearing Stress cation Actual!Allow Load Combination... Gross Allowable (n) Bottom,-Z Top,+Z Left,-X Right,+X Ratio X-X,D Only 1.50 n/a 0.0 0.3592 0.3592 n/a n/a 0.240 X-X,+D+L 1.50 n/a 0.0 1.401 1.401 n/a n/a 0.934 X-X,+D+0.750L 1.50 n/a 0.0 1.140 1.140 n/a n/a 0.760 X-X,+0.60D 1.50 n/a 0.0 0.2155 0.2155 n/a n/a 0.144 Z-Z,D Only 1.50 0.0 n/a n/a n/a 0.3592 0.3592 0.240 Z-Z,+D+L 1.50 0.0 n/a n/a n/a 1.401 1.401 0.934 Z-Z,+0+0.7501- 1.50 0.0 n/a n/a n/a 1.140 1.140 0.760 Z-Z,+0.60D 1.50 0.0 n1a n/a n/a 0.2155 0.2155 0.144 Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Sliding Stability All units k Force Application Axis Load Combination... Sliding Force Resisting Force Stability Ratio Status Footing Has NO Sliding Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi Mn Status k-ft Surface in42 inA2 in"2 k-ft X-X,+1.40D 0,07560 +Z Bottom 0.2592 AsMln 0.2817 10.988 OK X-X,+1.40D 0.07560 Z Bottom 0.2592 AsMin 0.2817 10.988 OK X-X,+1.20D+1.601- 0.4848 +Z Bottom 0.2592 AsMin 0.2817 10.988 OK X-X,+1.20D+1.60L 0.4848 Z Bottom 0,2592 AsMin 0,2817 10,988 OK X-X,+1.20D+L 0.3273 +Z Bottom 0.2592 AsMin 0.2817 10.988 OK X X,+1.20D+L 0.3273 -Z Bottom 0.2592 AsMin 0.2817 10.988 OK X X,+1.201) 0.06480 +Z Bottom 0.2592 AsMin 0.2817 10.988 OK X-X,+1.201) 0-06480 -Z Bottom 0,2592 AsMin 02817 10.988 OK X X,+0.90D 0.04860 +Z Bottom 0.2592 AsMin 0.2817 10.988 OK X-X,+0.90D 0,04860 -Z Bottom 0.2592 AsMin 0.2817 10.988 OK Z-Z,+1.40D 0.07560 -X Bottom 0.2592 AsMin 0.2817 10.988 OK Z-Z,+1.40D 0.07560 +X Bottom 0.2592 AsMin 0.2817 10.988 OK Z-Z,+1.20D+1.60L 0.4848 -X Bottom 0.2592 AsMin 0.2817 10,988 OK Z-Z,+120D+1.60L 0.4848 +X Bottom 0,2592 AsMin 0.2817 10-988 OK Z-Z,+120D+L 0.3273 -X Bottom 0.2592 AsMin 0.2817 10.988 OK Z-Z,+120D+L 0.3273 +X Bottom 0,2592 AsMin 0.2817 10.988 OK Z-Z,+120D 0.06480 X Bottom 0.2592 AsMin 0.2817 10.988 OK S4