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' ' � Ronald Ogawa ar:d Assaclates, �nc <br /> 59pt �iVarn�rAvan:.� #376 <br /> Hunhngtcn Saach �A 926d9 <br /> Fr�ject Ri�}216(;-�S <br /> ilta? 292-2ti02 cetl <br /> {?14= 847-fi5S5 �x . <br /> ,:amss Hacdie huiic�ir�g P+o�ucts, Inc. <br /> i09Gi Elr Avenue <br /> F�:ntar.a, ^� 92337 <br /> t BOSi-�rA2-7343 <br /> P)esign Wind I.aads: <br /> �quatiOD i, <br /> R�=QO(Y256`K K,"'�``� <br /> c� ,,,+eloaity pressure at heiqht z <br /> K, , ve�ocity pressure exposure coefficient vualuated at height z <br /> K�, , topographic factor <br /> IC , wmd tlir¢CtiOnality factor <br /> y � bd51C wi(id 3p8A[1 :MPNj <br /> I fmpoYtancefectDr <br /> �quafian 2, <br /> �=G,'tGCr,-.tv'C�.: ) <br /> GG� , produc! ot eMamal presaure caefticient and gusi-Bflect F�ctor <br /> GC , produd ai i�ternal pressure coeffrcient and gust-eftect factor <br /> p, design presSure (PS� for cladding <br /> Substitufe q, rnto Equetion ?, <br /> P=Q-��"�"K_i`K;�"��(U� � t3C� � <br /> Solvittg lnr Y <br /> v= r�r{a.��c•K,� �,°iqcc,�c�,))}^�.s <br /> Yahle 5, Gqatflcients and Canstants ussd In Detarminin V, Basic Wiad S MPN Z-secontl ast <br /> � <br /> Height {ftj Exp B Exp C �p D I(� K� � GC� GC <br /> 0-15 0.7 0.85 f 03 hs'60 1 0.85 1 1 4 O.tB <br /> 20 0.7 0.9 1.08 1 �.85 1 t A D. t 8 <br /> 25 0.7 0 94 1.12 1 0.85 1 1 4 � Q.18 <br /> 3tl 0.7 9.98 7.18 1 0.85 1 14 0.18 <br /> 35 0.73 1.01 1.19 1 0.85 1 t.A 0.48 <br /> 40 Q. 8 1.04 1.22 1 D_85 1 t.b 0-1$ <br /> d5 0.7$5 1.9� 1.2d5 1 0.85 1 t.4 0.18 <br /> 50 0.81 t.Q9 1.27 1 0.88 1 t.4 0.18 <br /> 55 0.83 t. t 5 1.29 1 0.85 7 1.4 0.18 <br /> Bp D.$5 1. 3 1.31 1 0.85 1 t.4 0.18 <br /> 10D 4.99 1. 143 h>QO 1 0.85 1 4.8 0.18 <br /> `\`\\\\\,\t ��111{tiliUt//�1�� ////',/ � <br /> � .�'� <br /> '`` � ''�� ';�'� ''-`. <br /> � o. � 1 � �, ' <br /> r � • S�'AY� �; <br /> : <br /> %,�it°� • //.��,, �7` • .. <br /> /� �•.� LOntV.� �1 <br /> I � <br /> '''�• ti� � <br /> ���/1711i1U11U � - <br /> � <br /> Page 3 <br />