4021 FRIDAY AVE 2025-09-11 - Laserfiche WebLink

Project Title: Miller Deck Engineer: NKH Project ID: 23-083 Project Descr: �DESC�RJPTIO�NFooibnq 'Project File:Foatings:ec6ngineenng (c) AL 1 1983 023 B�a2B DESIGN SUMMARY _ Min.Ratio Item Applied Capacity Goveming Load Combination PASS 0.9273 Soil Bearing 1.391 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 0.06235 Z Flexure(+)o 0.9573 k-fi/ft 15.353 k-ft/ft +1.20D+1.601- PASS 0.06235 Z Flexure(-X) 0.9573 k-ft/ft 15.353 k-ft/ft +1.20D+1.60L PASS 0.08201 X Flexure(+Z) 0.9573 k-ft/ft 11.674 k-ft/ft +1.20D+1.60L PASS 0.08201 X Flexure(-Z) 0.9573 k-ft/ft 11.674 k-ft/ft +1.20D+1.60L PASS 0.05673 1-way Shear(+X) 4.255 psi 75.0 psi +1.2013+1.60L PASS 0.05673 1-way Shear(-X) 4.255 psi 75.0 psi +1.20D+1.60L PASS 0.05673 1-way Shear(+Z) 4.255 psi 75.0 psi +1.20D+1,601- PASS 0.05673 1-way Shear(-Z) 4.255 psi 75.0 psi +1.20D+1.60L PASS 0.1348 2-way Punching 20.224 psi 150.0 psi +1.20D+1.60L Detailed Results Soil Bearing Rotation Axis& ecc Zecc Actual of earing tress @Lo 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 0.3405 0.3405 n/a n/a 0.227 X-X,+D+L 1.50 n/a 0.0 1.391 1.391 n/a n/a 0.927 X-X,+D+0,750L 1.50 n/a 0.0 1.128 1.128 n/a n/a 0.752 X X,+0.60D 1.50 n/a 0.0 0.2043 0.2043 n/a n/a 0.136 Z-Z, D Only 1.50 0.0 n/a n/a n/a 0.3405 0.3405 0.227 Z-Z,+O+L 1.50 0.0 Ma n/a n/a 1.391 1.391 0.927 Z-Z,+D+0.750L 1.50 0.0 n/a n/a n/a 1.128 1.128 0,752 Z-Z,+0.60D 1.50 0.0 n/a n/a n/a 0.2043 0.2043 0.136 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 Gvm.As Actual As Phi Mn Status k-ft Surface in^2 in"2 in"2 k-ft X X,+1,40D 0.1369 +Z Bottom 0.2592 AsMin 0.30 11.674 Ott X-X,+1.4013 0.1369 -Z Bottom 0.2592 AsMin 0.30 11.674 OK X-X,+1.20D+1.60L 0.9573 +Z Bottom 0.2592 AsMin 0.30 11.674 OK X-X,+1.20D+1.60L 0.9573 -Z Bottom 0.2592 AsMin 0.30 11.674 OK X-X,+1.20D+L 0.6423 +Z Bottom 0.2592 AsMin 0.30 11.674 OK X-X,+1.20D+L 0.6423 Z Bottom 0.2592 AsMin 0.30 11.674 OK X-X,+1.20D 0.1173 +Z Bottom 0.2592 AsMin 0.30 11.674 OK X-X,+1.20D 0.1173 -Z Bottom 0.2592 AsMin 0.30 11.674 OK X X,+0.90D 0.08798 +Z Bottom 0.2592 AsMin 0.30 11.674 OK X-X,+0.90D 0,08798 Z Bottom 0.2592 AsMin 0.30 11.674 OK Z-Z,+1.40D 0.1369 -X Bottom 0.2592 AsMin 0.40 15.353 OK Z Z,+1.40D 0.1369 +X Bottom 0.2592 AsMin 0.40 15.353 OK Z-Z,+1.20D+1.60L 0.9573 -X Bottom 0.2592 AsMin 0.40 15.353 OK Z-Z,+1.20D+1.60L 0.9573 +X Bottom 0.2592 AsMin 0.40 15.353 OK Z-Z,+1.20D+L 0.6423 -X Bottom 0.2592 AsMin 0,40 15.353 OK Z-Z,+1.201)+L 0.6423 +X Bottom 0,2592 AsMin 0.40 15.353 OK Z Z,+1.20D 0.1173 -X Bottom 0.2592 AsMin 0,40 15.353 OK S7