Laserfiche WebLink
MECAWind Version 2 . 1 . 0 . 6 per ASCE 7-10 <br /> Developed by MECA Enterprises, Inc. Copyriqht 2014 c. ;e.mec aenrerr�r'_sss.cc.:� <br /> Date : 3/11/2014 Project No. : 5699 <br /> Company Name : Bayview Windows,Doors & More Designed By : John Griffin <br /> Address : 1367 MLK Jr. Ave Description . <br /> City : Dunedin Customer Name : Sommers <br /> State : FL Proj Location : 5316 8th St Zephyrhills, F1 33 <br /> File Location: C:\Program Files\MECAWind\Default.wnd <br /> Directional Procedure Al1 Heights Building (Ch 27 Part 1 ) <br /> A11 pressures shown are based upon STRENGTH Design, with a Load Factor of 7 <br /> Basic Wind Speed(V) = 145.00 mph <br /> Structural Category = II 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 = 120G.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 /> Slope of Roof = 8.35 : 12 Slope of Roof(Theta) = 34.82 Deg <br /> Ht: Mean Roof Ht = 20.00 ft Type of Roof = Gabled <br /> RHt: Ridge Ht = 24.00 ft Eht: Eave Height = 16.00 ft <br /> OH: Roof Overhang at Eave= 1 .50 ft Roof Area = 1205.00 ft^ <br /> 2 <br /> Bldg Length Along Ridge = 43.00 ft Bldg Width Across Ridge= 20.00 ft <br /> Gust Factor Category I Rigid Structures - Simplified Method <br /> Gust1 : 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* ( (B+Ht) /Lzm) ^0.63) ) ^0.5 = 0.92 <br /> Gast2: 0.925* ( (1+1 .7*lzm*3.4*Q) / (1+1 .7*3.4*lzm) ) = 0.88 <br /> Gust Factor Summary <br /> Not a Flexible Structure use the Lessor of Gust1 or Gust2 = 0.85 <br /> Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi <br /> GCPi : Internal Pressure Coefficient = +/-0. 18 <br /> Figure 27.4-1 External Pressure Coefficients <br /> Cp - Loads on Main Wind-Force Resisting Systems <br />