3409 FEDERAL AVE 2023-12-07 - Laserfiche WebLink

Project Title: Engineer: Project ID: Project Descr: General Footing Project File:express innvovations.ec6 LIC#:KW-06013701,Build:20.23.2.14 Structural Works PLLC (c)ENERCALC INC 1983-2022 DESCRIPTION: --None-- DESIGN SUMMARY - • • Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.8960 Soil Bearing 1.792 ksf 2.0 ksf +D+0.750L+0.750S 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 0.04094 Z Flexure(+X) 1.071 k-ft/ft 26.153 k-ft/ft +1.20D+0.50Lr+1.60L PASS 0.04094 Z Flexure(-X) 1.071 k-ft/ft 26.153 k-fUft +1.20D+0.50Lr+1.60L PASS 0.04094 X Flexure(+Z) 1.071 k-ft/ft 26.153 k-ft/ft +1.20D+0.50Lr+1.60L PASS 0.04094 X Flexure(-Z) 1.071 k-ft/ft 26.153 k-ft/ft +1.20D+0.50Lr+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 5.859 psi 75.0 psi +1.20D+0.50Lr+1.60L Detailed Results Soil Bearing Rotation Axis& Xecc Zecc Actual Soil Bearing Stress @ Location Actual/Allow Load Combination... Gross Allowable (in) Bottom,-Z Top, +Z Left,-X Right,+X Ratio X-X, D Only 2.0 n/a 0.0 0.8860 0.8860 n/a n/a 0.443 X-X,+D+L 2.0 n/a 0.0 1.555 1.555 n/a n/a 0.778 X-X,+D+Lr 2.0 n/a 0.0 1.425 1.425 n/a n/a 0.713 X-X,+D+S 2.0 n/a 0.0 1.425 1.425 n/a n/a 0.713 X-X,+D+0.750Lr+0.750L 2.0 n/a 0.0 1.792 1.792 n/a n/a 0.896 X-X,+D+0.750L+0.750S 2.0 n/a 0.0 1.792 1.792 n/a n/a 0.896 X-X,+0.60D 2.0 n/a 0.0 0.5316 0.5316 n/a n/a 0.266 Z-Z, D Only 2.0 0.0 n/a n/a n/a 0.8860 0.8860 0.443 Z-Z,+D+L 2.0 0.0 n/a n/a n/a 1.555 1.555 0.778 Z-Z,+D+Lr 2.0 0.0 n/a n/a n/a 1.425 1.425 0.713 Z-Z,+D+S 2.0 0.0 n/a n/a n/a 1.425 1.425 0.713 Z-Z,+D+0.750Lr+0.750L 2.0 0.0 n/a n/a n/a 1.792 1.792 0.896 Z-Z,+D+0.750L+0.750S 2.0 0.0 n/a n/a n/a 1.792 1.792 0.896 Z-Z,+0.60D 2.0 0.0 n/a n/a n/a 0.5316 0.5316 0.266 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 in^2 in^2 in^2 k-ft X-X,+1.40D 0.4680 +Z Bottom 0.3888 AsMin 0.40 26.153 OK X-X,+1.401D 0.4680 -Z Bottom 0.3888 AsMin 0.40 26.153 OK X-X,+1.20D+0.50Lr+1.60L 1.071 +Z Bottom 0.3888 AsMin 0.40 26.153 OK X-X,+1.20D+0.50Lr+1.60L 1.071 -Z Bottom 0.3888 AsMin 0.40 26.153 OK X-X,+1.20D+1.60L+0.50S 1.071 +Z Bottom 0.3888 AsMin 0.40 26.153 OK X-X,+1.20D+1.60L+0.50S 1.071 -Z Bottom 0.3888 AsMin 0.40 26.153 OK X-X,+1.20D+1.60Lr+0.50L 0.9994 +Z Bottom 0.3888 AsMin 0.40 26.153 OK X-X,+1.20D+1.60Lr+0.50L 0.9994 -Z Bottom 0.3888 AsMin 0.40 26.153 OK X-X,+1.20D+1.60Lr 0.8323 +Z Bottom 0.3888 AsMin 0.40 26.153 OK X-X,+1.20D+1.60Lr 0.8323 -Z Bottom 0.3888 AsMin 0.40 26.153 OK X-X,+1.20D+0.50L+1.60S 0.9994 +Z Bottom 0.3888 AsMin 0.40 26.153 OK Page 10 of 11