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, � <br /> Page <br /> Job 1 Of 8 <br /> tnxTower WA348 Glenwood <br /> Project Date <br /> LTE 14:09:04 07I20112 <br /> Cllent Dasigned hy <br /> ria,��e: AT&T Mobility Chris Nickerson, <br /> F:i.�': SE <br /> Tower In ut Data <br /> 'I'hcre is a polc scction. <br /> This to�vcr is dcsiencd using dtc TL�-2'_2-G standard. <br /> I'hc follo�ving Jcsign critcria apply: <br /> 7'o�cer is located in Snohomish Cowiq.\1';ishinewn. <br /> Uasic��'ind spced uf 85 mph. <br /> Structurc Class II. <br /> 6�posure Cmegoq,I3. <br /> Topographic Categorv I. <br /> Crest licight 0.00 (t. <br /> \otninal icc thickness of0.2j00 in. <br /> Icc thickncss is considcrcd to incrcasc��'ith hcight• <br /> Ice dcnsity of 5G pcf. <br /> A��ind specd of 30 mph is useJ in corobinatiun�rith ice. <br /> 1'emperalure drop of 50°�. <br /> Dcflcclions c:dcidatcd using a��ind spceJ of60 mph. <br /> Douclas Pir Class lid �\'ood Polc c 130'cmbcdded I S'. <br /> *+"\lodeled as equi��:dent wei��ht.hcight,diamcler steel pole,see spre:�dsheel fur pole capcait�• <br /> calculalions*"*. <br /> Mumax= IS?5 K-Pt. <br /> TOIYLR R:�'PING:GO°6. <br /> A non-lincar(P-dclta)analysis o'as used. <br /> Pressures arc calcidatcd nt cach section. <br /> titress ratio used in pole design is I. <br /> Local bending strcsses due io climbing loads,fecdline suppurts,and appurtennnce mowus arc not consiJercd. <br /> �"— Options <br /> CunsiJcr�loincnu-Lcgs Dis�nbmc L.g Luads As llndinin Trcat fccJlinc Bundlcs.ls C�imder <br /> CnnsiJer�lum.nu-IlonroNals Assumc Lces Itinncd Usc ASCf IU X•Oracc I.y Rulc> <br /> Considcr NomcnK•Uiagionuls Asswnc RigiJ InJtc 1'lalc Culculate RcdunJunt I3racing Pi�.rccs <br /> U>c ptomcnt\laenilicalinn �� Usc Cl.ar Spans Pur\I'ind A�ea Igw�c RcJundant�Icmt+.n in li'.A <br /> C Usc Codc Sucss Ralias �� Usc Clcar Spans Par F:Ur Sii Lcg Ilolls Rcsu�Cnntprcssion <br /> � lkc Codc Su�ib�Pactors-Cuys Rctcnsion liu��s Tn Imtial'fcn>ion All Lcg I'ands Ila�c$amc Alln��ablc <br /> fscalalc Ice Upp�ss�last Stabiliiy l'hccAs OtTsct Gu�At PounJation <br /> Al�ca�s Usc�lac N d Usc Nimuth Duh CocOicicnts � Comider Pccdhnc'I�otyuc <br /> Usc Sppcial\1'ind 14olilc � Pn,icct 11inJ Arw ni n���n. md��,+�n�ei�1311 i Ics hca�ChecA <br /> Includc Rolls In�I.ml+.r Cnpatuy� Autncalc'fa�quc Arm Arcas <br /> I.c@ Ilnlis Arc A�Top UI'Sa�iun SR�t.mbcn I laec Cul HnJs � Includc Shou-lbnion Inlcracunn <br /> ticcundan�I lorizontal Braccs Lcg � Son Capaci�y R.pons By ComMmcnl AI���}>Us.Sul.-Cnucal Plow <br /> Use Pwmond 6m<r Bracine W Sidcd) Tn�neulat.UiamonJ Inner U�acmg Uu'I'op\fountcd SacAcis <br /> AdJ II4C GU�\1'l'amhinatmn <br /> �— Tapered Pole Section Geometry <br /> Srrllnn F.le�nnnn Strfinn Sph.r .\'urnFrr Tnp Rnrtnm II'a/I IfenJ PnlrG�ndr <br /> lrngdi Lrngrh nf Ummemr Umrnrrcr' Th�cknec� Rndws <br /> !! .lidta m ut _ m_ ut __ <br /> r'r ir <br /> i � /�6� <br /> �� <br />