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MecaWind Pro v2 . 2 . 7 . 0 per ASCE 7 - 10 <br /> .."_loped by MECA Enterprises, Inc. _epyiich7- ww.mecaenterurises.com <br /> Date 1/27/2016 Project No. <br /> Company Name Coast Sign, Inc. Designed By Kamran Moayedi, P.E. <br /> Address 1500 West Embassy Street Description <br /> City Anaheim Customer Name <br /> State CA Proj Location <br /> F , i _I -.��i;-. i_IE-. I to r I w Me,.-:aWi 't i`=_r-� l r tiiI <br /> Input Parameters: Other Structures & Building Appurtances MWFRS (Ch 29) <br /> Basic Wind Speed(V) = 120.00 mph <br /> Structural Category = I Exposure Category = B <br /> Natural Frequency = N/A Flexible Structure = No <br /> Importance Factor = 1.00 Kd Directional Factor = 0.85 <br /> Alpha = 7.00 Zg = 1200.00 ft <br /> At = 0.14 Bt = 0.84 <br /> Am = 0.25 Bm = 0.45 <br /> Cc = 0.30 1 = 320.00 ft <br /> Epsilon = 0.33 Zmin = 30.00 ft <br /> B - Horizontal Dim. = 14.20 ft Ht- Grade to Top of Sign= 14.00 ft <br /> W - Sign Depth = 0.50 ft S - Vertical Sign Dim. = 1.33 ft <br /> Bs- Ratio of B / S = 10.68 Sh- Ratio of S / Ht = 0.10 <br /> E - Solidity Ratio = 100.00 % Elb - Base Elevation = .00 ft <br /> Gust Factor Calculations <br /> Gust Factor Category I Rigid Structures - Simplified Method <br /> Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 <br /> Gust Factor Category II Rigid Structures - Complete Analysis <br /> Zm: 0.6*Ht = 30.00 ft <br /> lzm: Cc*(33/Zm)"0.167 = 0.30 <br /> Lzm: 1*(Zm/33)"Epsilon = 309.99 ft <br /> Q: (1/(1+0.63*((13+Ht)/Lzm)''0.63))"0.5 = 0.94 <br /> Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) 0.89 <br /> Gust Factor Summary <br /> Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 <br /> Design Wind Pressure - Other Structures <br /> Elev Kz Kzt qz W_Pres_Cf( 1.85) <br /> ft psf psf <br /> ------- ------- ------- -------- ----------------- <br /> 14.00 0.57 1.00 18.009 28.32 <br /> Note: W Pres Cf is Wind Pressure based on Cf(Force Coefficient) <br />