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E'p9 Sills&hill Tacoma,Washington Designed: OMA Date: 11 1 2022 Project Number: 19,933 <br /> 253-474 9449 Checked: CJT Date: 11 4 2022 23 <br /> Project: Emerald Court Carports <br /> MEMBER CHECKS, CONTINUED <br /> UPLIFT CHECK WITH SOIL CONE THEORY <br /> DIAMETER:=D=2.333 ft <br /> DEPTH:=4.75 ft <br /> 0:=30 ° <br /> V:=110 pCf Vconc`=150 pCf <br /> r <br /> < <br /> \�a \%\\% <br /> VA/AA/ a A� <br /> a <br /> a <br /> DIAMETER <br /> V- <br /> VFTG:= n •DEPTH-DIAMETERZ =20.311 ft3 <br /> 4 <br /> r:=DEPTH.tan(0)+ 2 DIAMETER=3.909 ft <br /> hcone:= tan(0) 6.771 ft <br /> Vsoil`=13•r2 •hconeJ— VFTG=88.035 ft3 <br /> wFTG&cone'= Vconc• VFTG+ V• Vsoil=12.73 kip <br /> PDreq'd 4 A•B•(—PNWB—PNLB)=1.93 kip <br /> PDreq'd =15.1% <br /> wFTG&cone <br /> PER ATTACHED, 28-in DIA.x 4.75-ft DEEP FOOTING IS ADEQUATE <br />