10521 19TH AVE SE ALLIED TELESIS INC 2024-08-02

Project Title: Allied Telesis- Monument Retro-Fit Engineer: B.B. Project ID: JTS_258023 Project Descr: Concrete Footing General Footing Project File:258023-Allied Telesis_Enercalc.ec6 LIC#:KW-06016471,Build:20.23.08.30 YJ INC. (c)ENERCALC INC 1983-2023 DESCRIPTION: Concrete Footing DESIGN SUMMARY - • • Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.2672 Soil Bearing 0.6118 ksf 2.290 ksf +D+0.60W about X-X axis PASS 1.692 Overturning-X-X 3.354 k-ft 5.674 k-ft +0.60D+0.60W 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 5.0 Sliding-Z-Z 0.5760 k 2.880 k +0.60D+0.60W PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.001180 Z Flexure(+X) 0.05750 k-ft/ft 48.725 k-ft/ft +1.40D PASS 0.001180 Z Flexure(-X) 0.05750 k-ft/ft 48.725 k-ft/ft +1.40D PASS 0.01746 X Flexure(+Z) 0.9874 k-ft/ft 56.555 k-ft/ft +0.90D+W PASS 0.005894 X Flexure(-Z) 0.3333 k-ft/ft 56.555 k-ft/ft +0.90D-W PASS 0.000730 1-way Shear(+X) 0.05476 psi 75.0 psi +1.40D PASS 0.000730 1-way Shear(-X) 0.05476 psi 75.0 psi +1.40D PASS 0.02222 1-way Shear(+Z) 1.666 psi 75.0 psi +0.90D+W PASS n/a 1-way Shear(-Z) 0.0 psi 75.0 psi n/a PASS 0.003707 2-way Punching 0.5561 psi 150.0 psi +0.90D+W Top reinforcing mat required(see'Bending'tab). ! Hand check required for anchor pullout. 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 2.290 n/a -0.3902 0.3199 0.2864 n/a n/a 0.140 X-X,+D+0.60W 2.290 n/a 7.197 0.0 0.6118 n/a n/a 0.267 X-X,+D+0.450W 2.290 n/a 5.30 0.07592 0.5304 n/a n/a 0.232 X-X,+0.60D+0.60W 2.290 n/a 12.254 0.0 0.5777 n/a n/a 0.252 X-X,+0.60D 2.290 n/a -0.3902 0.1919 0.1718 n/a n/a 0.084 Z-Z, D Only 2.290 0.0 n/a n/a n/a 0.3031 0.3031 0.132 Z-Z,+D+0.60W 2.290 0.0 n/a n/a n/a 0.3031 0.3031 0.132 Z-Z,+D+0.450W 2.290 0.0 n/a n/a n/a 0.3031 0.3031 0.132 Z-Z,+0.60D+0.60W 2.290 0.0 n/a n/a n/a 0.1819 0.1819 0.079 Z-Z,+0.60D 2.290 0.0 n/a n/a n/a 0.1819 0.1819 0.079 Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status X-X, D Only None 9.111 k-ft Infinity OK X-X,+D+0.60W 3.354 k-ft 9.456 k-ft 2.819 OK X-X,+D+0.450W 2.516 k-ft 9.456 k-ft 3.759 OK X-X,+0.60D+0.60W 3.354 k-ft 5.674 k-ft 1.692 OK X-X,+0.60D None 5.467 k-ft Infinity OK Z-Z, D Only None 0.0 k-ft Infinity OK Z-Z,+D+0.60W None 0.0 k-ft Infinity OK Z-Z,+D+0.450W None 0.0 k-ft Infinity OK Z-Z,+0.60D+0.60W None 0.0 k-ft Infinity OK Z-Z,+0.60D None 0.0 k-ft Infinity OK Sliding Stability All units k Force Application Axis Load Combination... Sliding Force Resisting Force Stability Ratio Status X-X, D Only 0.0 k 2.785 k No Sliding OK X-X,+D+0.60W 0.0 k 2.785 k No Sliding OK X-X,+D+0.450W 0.0 k 2.785 k No Sliding OK X-X,+0.60D+0.60W 0.0 k 2.255 k No Sliding OK X-X,+0.60D 0.0 k 2.255 k No Sliding OK Z-Z, D Only 0.0 k 3.410 k No Sliding OK Z-Z,+D+0.60W 0.5760 k 3.410 k 5.921 OK