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PR�..cR NAME: FLAKE BLDG TI <br /> JOB: N9•1624 <br /> • Levcl I, Roof weight-2$.0 psf <br /> E:z�crior wall Hcight - I 2.0 ps( <br /> Intcrior parlition wall�ceight - '_0 0 ps( <br /> Building weights lumped on roof diaphragm <br /> i'otal Icvels = I <br /> At Roof Lc��el <br /> II'w= Roof wcight r Arca + 12 � Pattitiun Height � Arca + V2 x Eat �1'all wcigh� x Pcrim r Hcigiu <br /> 11'p- 25.0 psf� 600 sq.fl. + 12 . 20.0 psf, 600 sq.fl. + 12 . 12.0 psf� 97�l � I SD�l �- 2U730 Ib <br /> Total �vcight - ?9730= 29730 Ibs <br /> Compute structure perio� <br /> Structure n�pe: AI!nther srrucrun�v <br /> ('. =p ni0(Tahle I?.9-2? <br /> Swcmre height,h„ - 15.00 ft. <br /> T,, = C�U��)"=O.OZOIISAO�„=p.152scc�l:y I:.A-71 <br /> Compute base ahear <br /> Thc design value of C, is the smallcr value of <br /> C, -/,S ps I R= I 00(0-R21'6.50- 0 1:57 1:Q 12R-, <br /> and <br /> (', - GSm�(RT„1" I.00III.JSI �I6S11�10151� 0.3506 E01_'.R-3 <br /> but not Icss <br /> (', =0.01 E:Q 12.R-1 <br /> lhere(ore C�=0 I?57 <br /> Design base shear, 1'=C.ti'=O.I:ni2y7301= )737 Ihs(±J Aips)F.y 12 8-I <br /> Vertical distribution of(orce <br /> f, c'„ I' FQ I? B-I I <br /> H hcrc <br /> c ' - <br /> H',h` <br /> ,, - <br /> �l4,li' <br /> P.y 12.R•I: <br /> Computc distribution componcnt,k <br /> k - I.0 tiir T„`�0.5 scconds,and A 2 tix 7',> '_.5. Inicrpolalc k for 1;,hcl���cen tliis rangc. <br /> 7;, Q I 52. k= I_UO <br /> I.cvclr h. /r'. �r� N�. K� C„ F�- C„ i" F�/w.- .5,,_ <br /> I I5.0 I5.0 29J k dJ6 I.000 3J k OJ26 <br /> til��t 30 k Jd6 A-fl 4 k <br /> CUSTOM DESIGN 8� ENGINEERING, INC. �. <br /> November 11, 2013 �Page 151�� � <br />