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COMPLIANCE INFO_2019
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2300 - Underground Storage Tank Program
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PR0543574
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COMPLIANCE INFO_2019
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Entry Properties
Last modified
9/9/2020 10:47:39 AM
Creation date
9/8/2020 2:12:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
2019
RECORD_ID
PR0543574
PE
2351
FACILITY_ID
FA0024750
FACILITY_NAME
76 FUEL ISLAND & CARWASH
STREET_NUMBER
141
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
CURRENT_STATUS
03
SITE_LOCATION
141 E HARNEY LN
QC Status
Approved
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SJGOV\gmartinez
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EHD - Public
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• Anchor DesignerTM Company: Cullumber Engineering Date: 5/16/2018 <br /> Engineer: C. Dilworth Page: 4/4 <br /> Software Project: Lodi-Fuel Tanks <br /> Version 2.5.6582.0 Address: <br /> Phone: <br /> E-mail: <br /> 8.Steel Strength of Anchor in Shear(Sec.17.5.1) <br /> Vs (Ib) Og.'t 0 OymutOVsa(lb) <br /> 16080 1.0 0.65 10452 <br /> 9.Concrete Breakout Strength of Anchor in Shear(Sec.17.5.21 <br /> Shear parallel to edge in y-direction: <br /> Vbx=minl7(le/da)02Jdada�f'cca,1.5;9daJfcca,'51(Eq. 17.5.2.2a&Eq. 17.5.2.2b) <br /> /c(in) da(in) A. fc(psi) ca,(in) Vb=(lb) <br /> 7.00 0.875 1.00 2500 12.00 18706 <br /> OV cby=0(2)(AVc/Avco)%d.V Pc,VTh,VVbX(Sec. 17.3.1, 17.5.2.1(c)&Eq. 17.5.2.1 a) <br /> Avc(in') AVco(in 2) T.d,V V.V `Ph.V Vbx(lb) 0 OVcby(lb) <br /> 648.00 648.00 1.000 1.000 1.000 18706 0.70 26189 <br /> 10.Concrete Pryout Strength of Anchor in Shear(Sec.17.5.3) <br /> ovV p=okcpNcb=Okcp(ANc/ANco)Yed.NYc,NycpNNb(Sec. 17.3.1 &Eq.17.5.3.1 a) <br /> kcp ANc(in 2) AN-(in 2) P d,N Pc.N V p,N Nb(lb) 0 OVcp(Ib) <br /> 2.0 1199.97 1296.00 0.900 1.000 1.000 50318 0.70 58703 <br /> 11.Results <br /> Interaction of Tensile and Shear Forces(Sec.17.6.) <br /> Tension Factored Load,N6a(lb) Design Strength,oN6(lb) Ratio Status <br /> Steel 13914 20096 0.69 Pass(Governs) <br /> Concrete breakout 13914 29352 0.47 Pass <br /> Pullout 13914 56910 0.24 Pass <br /> Shear Factored Load,Vua(Ib) Design Strength,oW(lb) Ratio Status <br /> Steel 1164 10452 0.11 Pass(Governs) <br /> II Concrete breakout x+ 1164 26189 0.04 Pass <br /> Pryout 1164 58703 0.02 Pass <br /> Interaction check N-10M V6a/0Vo Combined Ratio Permissible Status <br /> Sec. 17.6..1 0.69 0.00 69.2% 1.0 Pass <br /> PAB7(718"0)with hef=12.000 inch meets the selected design criteria. <br /> 12.Warnings <br /> -Designer must exercise own judgement to determine if this design is suitable. <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> Simpson Strong-Tie Company Inc 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br /> 9 <br />
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