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COMPLIANCE INFO_2019
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COMPLIANCE INFO_2019
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Last modified
6/12/2020 11:02:49 PM
Creation date
6/12/2020 7:11:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
2019
RECORD_ID
PR0505935
PE
2229
FACILITY_ID
FA0005626
FACILITY_NAME
SANBORN CHEVROLET INC
STREET_NUMBER
1210
Direction
S
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95241
APN
04728013
CURRENT_STATUS
01
SITE_LOCATION
1210 S CHEROKEE LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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• TM Company: Mike Smith Engineering , Inc. Date : 4/26/2019 <br /> Anchor Designer <br /> Engineer: Mike Smith Page : 3/4 <br /> Software <br /> Project: Sanborn Chevrolette - 19081 <br /> Version 2 . 5. 6554 .7 Address : <br /> m <br /> Phone: <br /> E-mail <br /> 3 . Resulting Anchor Forces <br /> Anchor Tension load , Shear load x, Shear load y , Shear load combined , <br /> Ixlaa (Ib) VUax (lb) Vuay (lb) Ni(Vuax)2+ (Vuay)2 (ib) <br /> 1 375.0 400.0 0. 0 400.0 <br /> Sum 375.0 400 . 0 0. 0 400.0 <br /> Maximum concrete compression strain (%o) : 0 .00 <Figure 3> <br /> Maximum concrete compression stress (psi) : 0 <br /> Resultant tension force (lb) : 375 <br /> Resultant compression force (lb) : 0 <br /> Eccentricity of resultant tension forces in x-axis, e'Nx (inch) : 0 . 00 <br /> Eccentricity of resultant tension forces in y-axis , e'Ny (inch) : 0.00 Y <br /> Eccentricity of resultant shear forces in x-axis, e'vx (inch) : 0 .00 <br /> Eccentricity of resultant shear forces in y-axis , e'vy (inch) : 0 . 00 <br /> X <br /> 4. Steel Strength of Anchor in Tension (Sec , 17 .4. 11 <br /> N,a (lb) 0 ¢Nsa (lb) <br /> 19070 0. 75 14303 <br /> 5 Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.21 <br /> Nn = kc7.a4rcher1 '6 (Eq . 17 .4.2 .2a) <br /> kc 28 rc (psi) her (In) Nb (lb) <br /> 17. 0 1 .00 2500 2 . 750 3876 <br /> ONce = 0 (ANo / ANco) Yo�d,N 'Y,N 'Yp.NNn (Sec. 17. 3 . 1 & Eq . 17 .4 .2 . 1x) <br /> AN. (m2) ANco (in2) ca.min (in) W d.N 'NN Pcp,N Nb (lb) 4 ¢Nc4 (lb) <br /> 68. 06 68.06 - 1 .000 1 .00 1 .000 3876 0 .75 2907 <br /> 6 . Pullout Strength of Anchor in Tension (Sec. 17.4.3) <br /> ¢Npn = ¢ `/'c,PAaNp(fc / 2 ,500)° (Sec. 17 .3. 1 , Eq . 17 .4 .3 . 1 & Code Report) <br /> Vc,P Aa Np (lb) rc (psi) n 0 ONp (ib) <br /> 1 . 0 1 .00 3877 2500 0.50 0.65 2520 <br /> Input data and results must be checked for agreement with the existing circumstances , the standards and guidelines must be checked for plausibility. <br /> Sims sr ? trcn}- r, Co npa ;r; ! gym. 5956 W. Las Positas Boulevard Pleasanton , CA 94588 Phone: 925.560.9000 Fax: 925 .847. 3871 YnAv,strongtie.com <br />
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