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www.hn�.us Profls Anchor 2.6.6 www.hna.us Profls Anchor 2.6.6 <br /> Compeny: Millar Conaulting Engineers Page: 1 Company: Mlllar Consultlng Engineers Page: 2 <br /> SpeciRer: BIS Pmject: 167075 Spacifer: BIS Pmject: 161075 <br /> Address: 9570 SW Ber�ur Blvtl#100,Portlend,OR 97219 Sub-ProJect I Pos.No.: Address: 9570 SW Barbur BIVC#100,Portlantl,OR 97219 Su6-PmJact I Pos.No,: <br /> Phona I Fe�c: 503-246-1250�503-24E13495 Date: 8/24R016 Phone I Fex: 503-246•1250�503-24673495 Dete: 8242016 <br /> E-Mall: ben�pdx.mlller-ee.com E-Mall: ben�pdu.mlller-sa.com <br /> sPeoreers�ommsna: 2 Proof 1 Uttlfzation(Goveming Cases) <br /> - Dealqn values[Ih] Utilizstlon <br /> 1lnputdata Loading rroor Load Cepeeity g�rp„��� s�,e�: <br /> .� Tenslon Concrete Breakoul Stren th 20041 27202 74/- OK <br /> Anehor typs and dlameter: Hez Haad ASTM F 15%GR 3B 1 9 <br /> EReetive emhadment depth: h,�=18.000 in. <br /> Shear Steal failure(wilh lever artn) 385 7631 -!24 OK <br /> Metedel: ASTM F 1554 Loedln <br /> 9 �x �v � lltlliratlon�.,�['b] Status <br /> ��: �esign method ACI 31&11/CIP Combined tenslon and shear loads -� 0737 � 0236 5/3 70 OK <br /> StentloA lne}ellalion: wRhout clemping(anchorJ;restreint level(enchor plate)�2.00;ee=22501n;t=7250 In. <br /> Hlltl Gmut:CB-G EG,epmcy,f��=14939 psl 3 Wamings <br /> Mchor plete: ;E=0 psl;fyt=35998 pal;yM,=7.100 <br /> I,x ly x t=17.000 In.z 17.000 In.z 1.250 In.;(Recommandad plete thlckness:celcule(ed(0.079 In.)) •Please consider a0 detells end hints/wemings given in the de�ellad reportl <br /> Recommended plate thlokneea:0.079 In. <br /> Profie: Square H55(AISC);(L x W x�=8.000 in.x 8.000 in.x O.1BB in. <br /> eesa meta�e�: «e�kaa����a�e,zsoo,re=zsoo p5�;n=so.000��. Fastening meets the design criterial <br /> Relnfor�ement tenalon:condNion 8,shear wndition B; <br /> edge reinforcement:none or<No.4 bar 4 Remarks;Your Cooperetfon Duties <br /> •My end ell informetlon end deta oontelnad In the Safivare concem aolely tha use of Hiltl pmducts and are besed on the prindples,fortnulas and <br /> Geametry[In.]R Loading[Ib,In.16] sewrity reguletions In axordenca wNh Hllli s technfcal direcdons and opareHng,mountirg end essembly InsWdions,etc.,ihet must be stdctly <br /> campiled wtth by tha uaer.All flgures conteined thereln eie evarage ngmes,end therefore use-specifiC tasts ere to be condUcled ptlor to Using <br /> Z� the relavant Hllti product.The results of ttie calculatione cartied out by meena of Ihe SoRware are besed essenfiely on the date you put In. <br /> Therefora,you bear Ihe wia responsi6ility for Iha absence of artore,Ihe completenass and the relevance of the data to be put in 6y you. <br /> Moreover,you beer eola reaponsiblliry tor heving the reeults of the celailatlon chacked and Gaered by en expert,perticuledy wlth regard to <br /> complience wlth eppllcable norms end permih,prior to using them for your apaciflc facillty.Tha SoRwera serves ony es an eld to Interpret norms <br /> and pertnits without eny guarantee aa to Me abnenee M errors,the corteetness end the relavance of the reaulU or auitabilNy for a spedflc <br /> o( applicalion. <br /> i •Vou must teke etl naceesary and reasone6le stepa to pravent or Ilmit damaga caused by tt�a Soflwere.In particular,you must arrange for lhe <br /> ragular batkup o!progrems end dete and,H applicetle,carty out the updetas oFthe Softwere oReretl by Hlltl on e raguler basis.It you do not use <br /> tha AutoUptlate funclion of l�e Sofivare,you must ensure thet}rou ere using the curtent and lhus up-tadeta version oFthe Softwere in eech cese <br /> by prrying out menual updetes vle tha HIIII Webslte.HIIti wlll not 6e Ileble for consequences,such es the recovery of bst or demaged dele or <br /> 12 �p��� programs,ansing from a culpable breach of duty by you. <br /> 12` _�J \ �� I 18 0 -y. <br /> --�� \ ��'�,��._. s,> .�r..-- <br /> `....-- 'o �\ t . "�� <br /> ,��, .:� ,...---�-�. -��� <br /> . .. � �. <br /> � a �5 <br /> , � � <br /> \�a . ,..: �i <br /> /��� <br /> • �i <br /> � I /' ' �` <br /> \�/ \/ <br /> \.—"'"� a ( <br /> \��C; ' I �R�� 3� <br /> I " `J . <br /> � <br /> _ ` �,x <br /> G� <br /> In0u1�4 vb natl�mwt W cMckeE/or prwmxN wiM Ihs uIMNq m�dNm�W MVIaueNlMl InVW Eal�eM nWb mM b tl J�ed br <br /> PftORdMnclpr(c)24032WB HIY AO,FL-9181 Schun HW I��replN»E TrMemvk of HM Aa,SNeen pnem�nt vAh IM ulelfrq cmCtion��ry(m yeueibl41y1 <br /> W PROFIS/vrin(c)21p}Npg HOtl A0,F4BI9t SCuen HItl b�repmleml TnEamrk o1 HW A0,SWei <br /> � X ¢; <br /> :x (yA� <br />