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I Me <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 P-roj Location : <br /> Input Parameters: Other Structures & Buildinq uppurtanceE 1411PRS (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 °s Elb - Base Elevation = .00 ft <br /> Gust. Factor C-O cill s,tior-s <br /> Gust I«ctor �c;tP.C,�O] j tt .UzC! StLU!C.II.E::, i114U .]f1C:Q f•Ittt O,j <br /> Gust1: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 <br /> Guzst ('oC:h i CctFCaGry II St1-ur;tLIYL: ' - Complete Analyssis <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* ( (Ba-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 /> �a�t ,�ar�toi ��:nnmary <br /> Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 <br /> Design Wind Pressure - Other Structures <br /> E1ev Kz Kzt CJ W Prec cf( 1.85) <br /> ft- par' 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 /> s� � � <br />