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i <br /> \ � <br /> _- --___ <br /> PROFIS Anchor 2.2.4 <br /> _ - - <br /> � wwwhllll.u�_-___.__..__ -__._ — —_ ._ ___ _. __. __ _.__. .. -- PtlBe. 9 <br /> Campeny. prqod: <br /> SpeaOer. Sub�ProJed I Poe.No.: <br /> Addre89: DBte: ll1/401J <br /> PhonelFax'. 'I' <br /> E-Mail: <br /> Pryout StnnpN(Conanb Brokou181rvnpth conlrols) <br /> Equ�qons <br /> y�o -k�[(�>Wb�W:�Wm�N,� ACI 918�OB Ep.(DJO� <br /> Q�ro=�W ACI 310-OB Ea.(��11 <br /> A.�; see AC1318�OB,Pe�D.52.1.Fig.RDb.2.i @) <br /> �� _9�� AC131B�OB EQ (D 6� <br /> _ r1 <br /> Z ery 1 S�� qCl 318-OB Eq (D-9� <br /> W��' �1 '7hr� <br /> -O.7�D.J(�'�,)51A ACI318�OBtq.lD�11) <br /> W.a h- 1.5hN <br /> �,_, 1.5h,�`5 tA ACI318�08 Ea 1��»I <br /> v.�w=MA%( c.� ' �.� / <br /> N _�>.��s ACIJ�B�OBEQ.1�-�) <br /> Vuleblu in en�Iin.� eu�lin� c.,,,I�n� v.� 6,.Dn� �4 <br /> k�, h.�I� �� 0.000 1.000 . 17 <br /> y 9.250 0 000 " <br /> a �c�Ps'� <br /> � 2500 <br /> Calculatlons N,�'�b� <br /> � �r� 4«,r� W:.,r <br /> qN�Gn°� h'mlin. ) W.:�" �'�� 1.000 1.000 4980 <br /> 95A6 95A8 1.000 <br /> Results V [Ib� <br /> V�o��bl 0m,�.�.0 OK,.r.� 9,ow.a. 6 um��b� 299 <br /> 8960 0.700 0.750 0.400 2092 <br /> 5.Warnings <br /> •Slranplh end PryoN slrengt v�IConC t on B eppl e when eupDlementary�re nrlorcementea nol used and Ior�Poll ulr5ira1nglhxand Pryout` <br /> Slrength.Reter lo ACI 319,Pa�D.4 4(c�. <br /> •Reler lo Ihe menulacNrnYs p�oduc�61ereWra lor cleaninp end instal�aUon insWCUons. <br /> •Chncking lhn transler of loads mlo lhe bnse matenal anC lhe eheur resislsnce are�eqwred m eccmdenca wM1h AC131B or lhe relevenl <br /> y�andar0! <br /> •The enchor plale is essumed la be sufliciently sld�in ordxr la be nol Celormed when aub�ecled lo lhe eclions <br /> •tlhat repu res�the pove��ng des g`n stre AIh ol eo enc�or�o�B�D7 o/a choes be I m Bd byrtlucU elVelBel laiWlrete the9As NOT lhe wse,Pad 4 <br /> D].7.5 raywras lhal lhx eltachmant Ihut Inn enchor is cunnacling Io tne almdure ehall�e dnsignad so ltlat lhe attacOmenl w��l underpo duclila <br /> yinlding al a load Inval corresponding lo onchor lorces no preater lhan t�e coNrollmg des�pn e�renglb.In lieu ol 0.3 7 4 end D 3.3.5.lhe <br /> n�•o�mum desipn strengih o�Ine anchora shail he mulUOhed by e reduc6on laclor per�3.3.6. <br /> An oltnrnalrve anchor CesiBn approach lo AGI 718-08,Part D.9.9 is prven in IBC 2009.Sedion 1908.1.9.Tnie ep0�oach wntaine'ExwpUons' <br /> Ihal may be applind in lieu ol D 3 31or aOPliwlione involwng'non-stmclura�wm0onents'ea Eehned In ASCE 7,Seclion 13 d2. <br /> An eltnme6ve unchor deeiBn spDroach lo ACI 91B�OB,Part D.J.7 is B�ven in IBC 2009.SeGwn 1908.1.9.Thia epproach containu'Eacep�one' <br /> Ihal may Oe applied in lieu ol D 3.91or applicalions involving�vall ou1�o601ane�ortes'ae defined in ASCE 7,EQualion 12.11-1 0�Equalion <br /> 12 14�10. ditlerent than lhaee rw1e01n ACi 318-09,Part <br /> •It is tha reeponsibil�ly ol Iha user when inpuling val�os for 6rd0e raCudion lac�om(6..,,,..) <br /> D 3 J fi Io dnlermine d Iney lire Can9��sleni witn Ihe design proviBions ol ACI 91B-O8,ASC�7 and lhd gweminq buildinp code. <br /> Su'�ecuon ol p,,,,_„= 1 A as o means ol satisty�np ACI 91B�OB,Purt 0.7.9.5 asaumes lhe usar ha�EesipneE the atlachme�l l�el the enchor ia <br /> i:inedmg lo undergo ducttla yield�ng at a�orce level<=Ihe deeign strenpths calculateC per ACI J1B�OB,Part D.7.J.3. <br /> Fastening meets the design criteria! <br /> py�1�l,lae+JreubmmtUrv[necEdlluuPeamenlwl�lyee.Nn�mWI.m�Y:WbD��uuO�Lly� . ..� . - <br /> pVL`�,tiAnNWI�11J0)10J9N.i4�G.fLBJy1S�b�n Mtn�•Wale'MlqCemn�dH�It�A6.5cNYa <br />