1701 121ST ST SE 2025-02-03 - Laserfiche WebLink

Dibble Engineers, Inc. Project Title: 1029 Market Street Engineer: Kirkland,WA 98033 Project ID: G (425)828-4200 Project Descr: DEI General Footing Project File:23-079 Charter Club.ec6 LIC#:KW-06014989,Build20.23.2.14 DIBBLE ENGINEERS INC. (c)ENERCALC INC 1983-2022 DESCRIPTION: FTG 2 (BELOW COL 2) DESIGN SUMMARY elm• • Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.8713 Soil Bearing 1.307 ksf 1.50 ksf +D+S 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 Wit 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 0,2039 Z Flexure(+X) 0.8744 k-ft/ft 4.288 k-ft/ft +1.20D+1.60S PASS 0.2039 Z Flexure(-X) 0.8744 k-ft/ft 4.288 k-ft/ft +1.20D+1.60S PASS 0.2039 X Flexure(+Z) 0.8744 k-ft/ft 4,288 k-ft/ft +1.20D+1.60S PASS 0.2039 X Flexure(-Z) 0.8744 k-ft/ft 4.288 k-f/ft +1.20D+1.60S PASS 0.2254 1-way Shear(+X) 16.905 psi 75.0 psi +1.20D+1.60S PASS 0.2254 1-way Shear(-X) 16.905 psi 75.0 psi +1.20D+1.60S PASS 0.2254 1-way Shear(+Z) 16.905 psi 75.0 psi +1.20D+1.60S PASS 0.2254 1-way Shear(-Z) 16.905 psi 75.0 psi +1.20D+1.60S PASS 0.4477 2-way Punching 67.154 psi 150.0 psi +1.20D+1.60S 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 1.50 n/a 0.0 0.5657 0.5657 n/a n/a 0.377 X-X,+D+S 1.50 n/a 0.0 1.307 1.307 n/a n/a 0.871 X-X,+D+0.750S 1.50 n/a 0.0 1.122 1.122 n/a n/a 0.748 X-X,+0.60D 1.50 n/a 0.0 0.3394 0.3394 n/a n/a 0.226 Z-Z,D Only 1.50 0.0 n/a n/a n/a 0.5657 0.5657 0.377 Z-Z,+D+S 1.50 0.0 n/a n/a n/a 1.307 1.307 0.871 Z-Z,+D+0.750S 1.50 0.0 n/a n/a n/a 1.122 1.122 0.748 Z-Z,+0.60D 1.50 0.0 n/a n/a n/a 0.3394 0.3394 0.226 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 inA2 in^2 inA2 k-ft X-X,+1.40D 0.3283 +Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+1.40D 0.3283 -Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+1.20D 0.2814 +Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+1.20D 0.2814 -Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X, +1.20D+0.50S 0.4667 +Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+1.20D+0.50S 0.4667 -Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+1.20D+1.60S 0.8744 +Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+1.20D+1.60S 0.8744 -Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+1.20D+0.70S 0.5408 +Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+1.20D+0.70S 0.5408 -Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+0.90D 0.2111 +Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+0.90D 0.2111 -Z Bottom 0.1728 AsMin 0.20 4.288 OK Z-Z,+1.40D 0.3283 -X Bottom 0.1728 AsMin 0.20 4.288 OK Z-Z,+1.40D 0.3283 +X Bottom 0.1728 AsMin 0.20 4.288 OK Z-Z,+1,20D 0.2814 -X Bottom 0.1728 AsMin 0.20 4.288 OK Z-Z,+1.20D 0.2814 +X Bottom 0.1728 AsMin 0.20 4.288 OK Z-Z,+1.20D+0.50S 0.4667 -X Bottom 0.1728 AsMin 0.20 4.288 OK I ! I