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, ( <br /> � STRUCTURAL TECHNOLOGY CONSULTANTS INC. <br /> 7827 CONVOY COURT, SUITE 406, 5Ah DIEGO, CA 921 I I PFIONE(858) 278-2400 FAX(858) 278-2424 <br /> PROJECT: CREO FXTERIOR, EVEREff, WA SHEET: 2 of � <br /> PRO!. NO.� 1220-41 DATE: 10/29/08 <br /> GLIENT: CREO INnUSTRIAL ARTS DESIGNER: DFi <br /> DESIGN CODE- IBC 2006 UNITS; POUNDS, Ff U.N.O <br /> ASCE 7-�5 Wind Loads <br /> 6.5.I A F=qh•GGf'As <br /> 6.5.10 qh = 0.00256'Kz'KzYKd'V^2'I <br /> Kzt= I .0 (unless unusual landscape) 1= I for structural category II <br /> Kz= table 6-3 Fxposure G <br /> Kc1= 0.85 for signs 1= 500 (constant for Lz. Table 6.2) <br /> V= 85 mpli e= 0.2 <br /> 6.5.8 G=0.�25 ((I + I .7'gq'Iz'(:i/(I +I .7'gv'Iz)) or 0.85 c= 0.2 <br /> iz=c'(33/z)^(I/6) <br /> z=max(0.6'h, zmin) <br /> zmin= 15 <br /> gv= 3.4 <br /> 99= 3.4 <br /> Q=sqrt( I .0/(I +0.63'(B+h)/Iz)^0.63 ) <br /> Lz= I'(z/33)^e <br /> sign <br /> elem. N h Kz h G �h B/s Cf ressure <br /> I 15 0.85 13.36 0.85 0.38 0.26 1 .75 19.88 <br /> 2 16 0.9 14.15 0.85 0.38 0.26 1 .75 21 .05 <br /> 3 20 0.9 I4.15 0.135 0.38 0.26 1 .75 21 .05 <br /> 4 25 0.94 I 4.78 0.85 0.3C 0.26 � .75 2 I .98 <br /> 5 25.67 0.98 I 5.A I 0.85 0.38 0.3 I .75 22.92 <br /> 2�;1 <br />