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1 , <br />-� TSE PROJECT Mrtin <br />CLIENT: PermrBill <br />E'splr�swr/i�w �p�,y� . �3111 <br />INPUT DATA <br />E�cpowre category (e. c or o� <br />Importanoe fxta, pp 77. (0 B7, 1.0 a 1.15) <br />Basic wind epeeC (IBC Tau 7608.3.1Vu) <br />TOpoQfephie feCtOf 1�.6.5.7.2. pp ib a r5) <br />Building heipnt to eave <br />Buildinp luipht to ndpe <br />Buildinp bnpth <br />&iilAirg xriElt+ <br />Ellectrve aree of mmpw�anh <br />DESIf3N SUMMARY <br />Max rwrizmu� mroe rwmw� ro wnkirro knpM, �. taoe <br />Max nonwntal fofce rwm�al w Wn16�G �G�. B. tace <br />1= <br />V = <br />Kn = <br />hc ' <br />hr = <br />L= <br />B = <br />A = <br />8 <br />0.87 <br />D5 <br />1 <br />iu <br />i2.� <br />21 <br />16 <br />25 <br />r, <br />WIND SURFACE <br />FOR DESIGN <br />Cetegory I <br />mph <br />Flat <br />tt L 1 <br />L <br />� <br />� <br />n <br />R= <br />E <br />ANALVSIS <br />X�iIY.Y�fYt! <br />q�a0.002S8KnKeKev'� = 8.57 Psf <br />where: pn = velociry pressure at mean roof heipht. h. (Eq. 6-15, pape 27) <br />�= v(.4ppty pfBSs:�t1f lxpOSure COBIfiGiMI NelUetlO et IMgM, h, (T�o. 3�3. Gr t,pp TB) <br />ICa = wlntl Clrectloneliry 1eGor.lTab. 6-4, lor Duildlrq, pape d0) <br />. � = mean roof Mpht <br />PAGE: � <br />DtSIGN BY : <br />8 <br />3 05 kipaZ $M pp� 410� <br />1.82 lupc \ /IAhwbdVYYd Fdou <br />./ <br />• 0.70 <br />� 0.66 <br />� 11.76 R <br />< 601t [���Y1 <br />[lyhn omsuroslurAAWFR3 <br />Y � Qn [(G Cq )iG Cw )1 <br />where: D= Preswre in appropiata zona. (EQ. 6•18, pape 28) <br />G C�� = protlud of pust eflect fecia anA exremal pressure coeffident, aee IaNe bebw. (Fp. &10, pape 53 8 51) <br />G Cp, = protlucl of gusl eflecllaaor an0 intemel pressure coetfiden4(Fip. 6-5, EnGosed BuiWinp, pape 47) <br />= one or -0ne <br />a= wiMh of edge strips, Fig 6•10, rate 9. page 54. MARj MIN(0 1 R. 0.4�). 0 04B,3j = 0.00 k <br />Nst Prt ^aures s, Basfc Load Caws <br />Roof a k u= 18.65 Root an ie n= 0.00 <br />Su�xa Nel Preuu�e v�N NN Pnuun wM <br />GC„� ('GCoJ ('GCpJ G�"� GCoJ ('GCp�) <br />0.52 3.2� 6.69 0.10 2.11 5.55 <br />2 •0.69 •833 -4.88 -0.69 -8.33 -4.88 <br />3 -0.47 -622 •2.78 -0.37 -5.27 •i.B2 <br />4 -0.42 •5.72 -2.27 -0.29 •4.50 -1.05 <br />fE 07B 5.77 922 0.61 4.12 7.56 <br />2E •1.07 -71.97 -8.52 -1.07 •11.97 -8.52 <br />3E -0.68 -8.19 -4.75 �0.53 �6.80 3.35 <br />4E -0.62 -7.67 -4.Y2 -0.43 •5.84 -2.39 <br />5 -0 45 -6 03 -2 59 -0 45 •6 03 -2 59 <br />6 -0.45 -6.03 -2.59 •045 -6.03 -2.59 <br />�-.i1._.t . � � <br />� ,: � <br />�� ♦ � � �� <br />, . ._y •� <br />" ., <br />��uisv.-i,� .,�ie,.r;on ��,"n��ualnul [,li.r��l�,n <br />Ei05iC L00�� Ca5�5 <br />