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4704 HARBOR LN 2018-01-02 MF Import
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4704 HARBOR LN 2018-01-02 MF Import
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Last modified
2/10/2022 3:06:50 PM
Creation date
2/20/2017 10:23:22 PM
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Address Document
Street Name
HARBOR LN
Street Number
4704
Imported From Microfiche
Yes
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DSI Anlc7 <br />Ica > Prodlicis> DYWIDAG M. :hors> Steel Properties htq7://5vw5y.dsianler,.on3rprodticts/geotechnic/Llyividag-bar-anchors... <br />Rem. I C.mpen, 1 Preeeels <br />I Rdmn... I Oewnte.d. <br />L.upenm, <br />GODIechNte <br />PO4 TH.4PM Guy Can. S"V" GaekCeAu <br />Retesting ([pfeleU ACCaitMa{ <br />DYLNIDAG Us, Anchors <br />`o •' <br />THREADBAR in <br />Anchors <br />General Ovarrlew <br />SYslem Description <br />Properties <br />��•, �--__ � P <br />Anchor Design <br />Corrosion Protection <br />Steel Properties <br />Sled Stress Levels <br />DYWIDAG Idulllstrand Anchors <br />DYy6DAG THREADBAR as my be sUessed to no n]Cwable fiats <br />In the abeence pin detailed ansh'ai$ 011he stmcaVal <br />system, 060 <br />DYWIDAG Soo Nut. <br />of ACI3I8. 7110 mlrtnwmlack:ng sheet(temporary) nmy not erected <br />Ig_um{y be used as 9PpfOxmsbOn Of the CRCCUve <br />Ovorking) <br />DYWIDAG Rock Bolts <br />0 60 1, and the frontlet$Voss (lock off) nor not aceed 0.701pa. <br />prenressl4vel. DYWCAG111REA➢DARS sruybemed <br />Thee 6nellimiting) pro$Iress level depends On the $pectic <br />Individually or in mNiPles depending upon lea nUOmwde pffpru <br />DYWIDAG Driven Micros Iran <br />application, mstalleben proceduredressing sem.ence, and the <br />reyvrenems Or upon drilling comuderatmns. Actual loss clrculahons <br />III. <br />iipN.y of the smcwral system <br />reaulre tlructural design Information not normally present an cpniratl <br />DYYII Y Will Hollow Bar SyslOm <br />documents <br />GEWI o'-Pile. <br />Anchor Ultimate Cross Ultimate <br />Presuestlng Force Nominal <br />6lm admu <br />Site Sun. Section Str.nuln <br />Vl.l2ht <br />THREADBAR9 <br />DYYADFG Tie Rods <br />f" Ara& lips Ay,) 0.901pu 0.70 feu 0.601pu Ib.re &trend) <br />Diameter <br />Apt <br />Ape Ap. <br />DYLYIOAG 6'¢mplle. <br />In min k$I MP4 In' ern' kips AN kips <br />kN bp& AN kips kN pit Ygrtn <br />in am <br />1 26 110 1030 0.85 548 1275 567 1020 <br />454 893 397 765 340 3.Ci 448 <br />DpwnlolOs MN mNa <br />1,20 30.5 <br />Bro here, DYWIDAG Rah A -id <br />1 26 160• 1100 085 543 1360 605 108B <br />485 95.2 423 816 363 301 448 <br />1.20 30.5 <br />Ile So, Anchors. -lIt. <br />1.114 32 160 IWO 1.25 BOB'. 1875 $34 1511.0 <br />662 131.3 584 1125 500 4.39 654 <br />146 37A <br />FlbPre 14IM <br />1•114 32 160' 1100 1.25 BOG 2000 690 1600 <br />707 140.0 623 1200 534 4.39 654 <br />1A6 37.1 <br />1 d16 36 150 I.M 158 1,018 237.0 1.065 1096 <br />039 1659 738 142.7 633 5.56 828 <br />1.63 41.4 <br />References reW mne <br />36 150• 1100 1.55 1.018 2528 1.125 2023 <br />699 177.0 787 141.7 675 5.56 8.28 <br />1.63 41.4 <br />pvmns4 Vert.1.3i6 <br />w <br />Gwsa <br />'Dade 160 tier available only on special older <br />gap Snu 6•V:10ndgo. <br />Ilardwam Dimension In min <br />In min In <br />min <br />It 1bnp Rep <br />THREADDAR is Diameter 1 26 <br />1.25 32 1.375 <br />30 <br />Anchor Plata Sir. 5s5d 25 130,13042 <br />6.7a1:0 160.160.08 7054.75 <br />180a190s254 <br />Convert Technical Unit, <br />445.125 100065102 <br />5,90.5 130,20048 50.5.1.75 <br />130Q40r45 <br />Search OSl WBnUn 001 <br />Nut Eklonslona 1.718 $3.0 <br />2.5 63.5 2.75 <br />700 <br />Mn. Bar Protection Is 3 762 <br />3.5 BB 9 4 <br />100 <br />Coupler Length 5.5 14D <br />6.75 170 8625 <br />220 <br />Coupler Diameter d 2 Soo <br />2.375 60325 2625 <br />67 <br />Nut Micro! Pimp <br />COop'C' <br />If <br />6lmimum Anchor Dumator <br />Nominal Without <br />Single Double <br />THREA06ARp <br />Diameter Without With <br />Without With Without <br />With <br />Coupler Coupler <br />Coupler Coupler Coupler <br />Coupler <br />In mm In mm In per, <br />in mm in mn In Into <br />in inn <br />1 25 120 305 20M 500 1.625 <br />4128 2.125 53,98 2175 6033 <br />2500 5350 <br />1.114 32 145 37.1 2375 60.0 1675 <br />4763 2.500 03.50 2.S75 7303 <br />3125 79.3E <br />1-318 36 163 41.4 2.750 67.0 2.000 <br />5080 2875 73.03 2.S75 7303 <br />3.125 79.33 <br />SubJec110 TWIIIClli011. <br />O ae010Ye�gY06n1.kYal-WIs I <br />� <br />INPpllll I iEA4a <br />0f USE I PRVACYPOLICY I eon TYGT <br />1 31TEssur <br />I or 1 <br />9/2112009 2:31 PM <br />
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