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<br />Building Design per SBC 1205 <br /> <br />Date: 4-29-94 <br />James B. Whittum, P.E. <br /> <br />Project LOT 26 ZEPHYR RIDGE <br /> <br />Client ACE ALUMINUM <br /> <br />INPUT LE=32 BUILDING LENGTH, FT. <br />INPUT WI = 14 BUILDING WIDTH, FT. <br />INPUT HE=9 EAVE HEIGHT OF BUILDING, FT. <br />INPUT MPH=110 WIND SPEED FOR DESIGN <br /> <br />PER SFBC,2309.2,EQ. 23-1: 2 <br />VELOCITY PRESSURE PW=O,00256.MPH2, (HE)' PW =21.96 PSF <br />~ ~ <br />INPUT WR"T WIDTH OF ROOF,SINGLE SLOPE <br /> <br />INPUT Rl-2,9 RISE OF ROOF, FT, <br /> <br />ROOF SLOPE: SL=atan(:R) SL=22.504odeg <br /> <br />SBC 1205,T-1205.2B,T-1205.2C <br /> <br />GCD COEF. FOR MWFRS (MAIN WIND FORCE RESISTING SYSTEM) <br />FOR THE ABOVE ROOF SLOPE <br /> <br />ROOF TRANSVERSE DIR. <br /> <br />ROOF WIND, PSF <br /> <br />INPUT OCETR=- 1.4 MAX END ZONE COEF PETR-OCETR.PW PETR =-30,744 PSF <br /> <br />INPUT OCITR=- .75 MAX INT ZONE COEF <br />ROOF LONGITUDINAL DIR. <br /> <br />PITReOCITR,PW <br /> <br />PITR =-16.47 <br /> <br />PSF <br /> <br />GCELR= 0,90 MAX END ZONE COEF <br />OCILR=O,65 MAX INT ZONE COEF <br /> <br />PELR-GCELR.PW PELR = 19,764 PSF <br /> <br />PILR= GCILR, PW <br /> <br />PILR = 14,274 PSF <br /> <br />WALLS <br />WALLS TRANSVERSE DIR <br /> <br />WIND. PSF <br /> <br />INPUT OCETW= 1.1 MAX END ZONE COEF PETW..OCETW,PW..75 PETW = 18,117 PSF <br /> <br />INPUT OCITWe.80 MAX INT ZONE COEF PITWeGCITW,PW'.75 <br /> <br />PITW = 13.176 PSF <br /> <br />WALLS LONGITUDINAL DIR <br />GCELW-1.4 MAX END ZONE COEF PELW=GCELW,PW,,75 PELW =23,058 PSF <br />GCILW=1.0 MAXINTZONECOEF PILW=GCILW,PW'.75 PILW = 16.47 PSF <br /> <br />INPUT WSP= 16 SPACING OF WALL MEMBERS,IN, <br />INPUT WSPA..8 SPAN OF WALL MEMBERS,FT. <br /> <br />