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TITAN Injection Anchors LV <br />load limits of anchors in non -cohesive soils <br />(.gcr,, to Dr Onterrnayer) <br />2000 I wry denro <br />1!4 mind grimg. Midy <br />1800 d-nis u SID= <br />Teti un dcrrea­ <br />1600- <br />I) a to 10 <br />1400- <br />delse aid <br />1200 I-10cluni Wnso <br />Cravisly <br />l000 2'. <br />HOO damo Inockm <br />l Sauxi tirw. <br />I-ICCiLOV tVoS0 M\\ZX0kNN\Y, u <br />ODD - <br />400 <br />III uroul Wily <br />200 •11,, 1 tk1 10 IX) inn, <br />OVerk4y .1 - III <br />2 4 fi 19 10 I-xianlow kv TITAN MA 1 Inc 1COd lirrid 'Of MO MCI 11 <br />yie'd it; ?W IIN, rivisprIt.wl y A ri ii. Minded <br />nolded lentit1w. IT] noij1h of 6 in , topund <br />2000­ <br />Interaction betwe-n load limits of <br />anctiurS atid [tie ponelrotion <br />1800 <br />resislancp fit a standard pene- <br />E <br />tration conelitnoncuticuivewilti. <br />1600 <br />1400- <br />7 <br />1200 <br />Q <br />1000, <br />IX, <br />-ot <br />so) <br />600 <br />V, <br />400 <br />200 <br />030 40 <br />50 60 710 18P IN130CItIl <br />0 <br />•0 <br />10 20 <br />30 4b [N,wcni*. <br />I ,iIII (.1,4ioilari :wrwl-atioo TnnI) Ilk, dulfl-nina <br />art tation f#cnl -Gruictiatt aschenIxicli" <br />(11 x1rilvits <br />IN/30 cril 3m ell I rui. luml 2 <br />104WII in. <br />