Laserfiche WebLink
•-• - -- -- <br />� PIT7_ER & ASSOCIATES, P� -' P�oicttTitle Trac'",iis <br />� s,sern,�.u�:�,��rrn:, Engineer: Ijp P'oiat'D 1412H <br />,-i_cay ,.e,�. : ��. ... ProjectDesa 1 Sto�� <br />c.e.n. w � vcm u . <br />� .a.um.� U14n 1�_•�I01�80-0 � <br />�wW In�wmt�:lf4ory�;luan <br />i�.-id i n] ,+,'. � i .C;+1 <br />� __ __' — ..._- ' -_ _ --".. _. --� ' " " ._""_" _ _ . _ _. . ___- _- <br />� ASCE Seismic Base $hear `x `'�''y`-� �3r.yro"z,-+'`"`RU ,�x„,, +�'��' I <br />f ht NCtit C, INf. 7341A11. Bma 6:a 91B V_ 5 f 19 1 tl <br />� <br />14128 _—_- -- <br />__ __ <br />RiskCategory_ .. ._y_. : I CalculaLonSperASCE7-f0 <br />_._ _ _ _�...----..-�,.-_ <br />RukCategoryofBuilEingorOLherStrucNre: 'IP:AOBuBOvgsanaothersWdurtse�apllhoselcledasCategoryl,Ill,aeGlV ASCf7�f0,Pagel,TaDlelSi <br />SeamiclmportanceFa�r = � ASCE7JO,PaqeS, Tabk7.5�7 <br />� Gridded Ss 8 Slvalues ASCE-1-10 Standartl a;CE �-'o t� a t <br />tAa�.GmundA!otions,5%Dampia�: latitude = 479A6 de�Nor"� <br />SS = 1.2697 9.0.2secrosponse Lorigitude = 1�ZQ2 OegK'r,t <br />'' i - 0 4820 9• � ���W� Loation : Ever¢a WA 982U1 <br />SRe Class_Site Coeff. and Oesign Category � I __ ___ __ __. <br />SdeCWssiSption '�'�.SAearWaveVeloaty600to7,200ttlse� = D ASCE7-fO TaGIe203-1 <br />Site Goefiaen� Fa 8 Fv <br />(uang ;VaigMaine inle/pola6bn hom la6k rdlues� <br />Ma.imum Considered EaMquakeArtele2tion <br />Ocsgn Specbal AcocicraUon <br />Fa - 1.00 <br />Fv = 1.52 <br />S MS = Fa' Ss = 1.269 <br />SM�=Fv•St = 0.732 <br />S o5 S MS � ' O.B46 <br />S D1 5 M1 � - O.�B <br />ASCE 7-70 Table +1.4 f 6 17. a-7 <br />ASCE 740 Eq. 17 e-t <br />ASCE 740 Eq. 77A-1 <br />ASCE 740 Eq. 71.4J <br />ASCE7�f0 Eq. ifA-4 <br />Se¢mic Desyn CatE�gory = 0 4SCE 7-70 TaEie f L61 8-1 <br />_Resistin95ystem --- — � � -- .------- --_ _-- ^scF�.�ot,eie�21_i <br />Basic Se¢m�c Po'oe ResBting Sysiem... Bearing WaIlSyslems <br />L�igh4hamed vrdlis sheathetl wlwood sWCW2t panels ratM ior shear resistanee or steel shceL <br />ResponseMaf�FcaUonCceffiaenl'R' = ggp BuildinghegMLimiS: <br />System OvershergN faGor ' Wo' = 3.00 Ca�e9ory'A 8 8' Limit No Limit <br />Delleczon Ampl�frca6on Factor ' CO' = q� Ca�e9ory'C' GmR No LimA <br />Category'�'LimiC Limd=65 <br />NOTE!SceASCE740loraPapplicableloofnofes. Category'E'limi[ Limd=65 <br />_.._.______.__ __—'__T._--_--� <br />Category'F'LimR Li,ni1=65 <br />Redundancy Fador . _ <br />Seismic �esgn Category oi D, [, or F C�emlore Redundanry Factor' p' = 7.3 <br />� Wteral Forcc Procedure � <br />Equivalenl Laleral foice Piocedure <br />The'Eau'valrnt i ai ral Forcr Procedure' is bning used arrnrdinq(o the orovisions ol ASCE 7•1012 8 <br />--`--�-�-----..�._-.—»- .,--_._...._-. <br />Detertnine_8uilding Period;__ , :. . ' : <br />SWCL�reTypeforOuildirgPeriodCalaWhon: AlIONerSW[4�ralSysterre <br />' CI' value = 0.02Q ' An' � Hcighl hom Uase N hghrsl level = 31.0 � <br />'x'value = 075 <br />'Ta'ADP�c�ImatelunderrrentalpenodusingEq.72.8�1: Ta=CI'(hn"i) = 0263 stt <br />'TL' : Longyenod Nansition perotl per ASCE 7�10 Maps 22-12 •> Y2-16 4.000 sn <br />Buking Penod' Ta' CalaLted hem Apprcxi.nas Methcy xh:Ced <br />ASCE 7_10 Sedion 11J.<._ <br />ASCC- 740 Sedion ii.81 <br />Use ASCE f7.8 7 <br />0 263 x< <br />" Cs' Responsc GoeHicient _ �"� _ ___ �scE �_�o sar,on u e t� <br />5 ps Short Penod Design SpecVal Rrsponse e �.eqs Fmm EQ.128d. PreGminary Cs = 0.130 <br />'ft':Respcnseldodific3tionFactor = 6.50 FromEa.12.&1612.8-0,Csn�ednoteca�e0 = 0.286 <br />' i' : Se�sm�c imponance Fa�tor = � From Eq.12.BS 8 72 Bb. Cs not be less Nan = 0.037 <br />Cs : Seismic Response Coefficient = <br />= 0.1302 <br />(� ;';'a' <br />