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Job 1:,loral Par.ks Job #205 -40 <br />Date 04/02/14 <br />ASCE 7 -05 WIND LOADS <br />6.5.14 F=qh*G*Cf*As*w (w=1.3 IBC 1605.3) I- 1 <br />6.5.10 qh=0.00256*Kh*Kzt*Kd*VArl <br />El 1 <br />B 7 Kzt= 1 <br />s 7 Kh= (table 6-3)0;85 <br />h 7.!Kd=0.85 <br />Area 49.75 V= 100 <br />6.5.8 G=0.85 <br />Exposure C <br />Elem. h Kh qh G s/h B/s Cf P F <br />1 7 0.85 18.5 0.85 1.00 1.00 1.47 28 1393 <br />El.#Area(sqf)F (lb) Arm (ft) M (ft-k)Effective height (at flagpole footing calc.) <br />1 4975 1393 3.5 4.88 3.5 ft <br />Mu (factored moment at base )Mu=1.6 ( Mw) <br />Z=Moment x12/(0.9*46) <br />Steel Member ASTM A53 Grade B Fy = 35 ksi <br />Post <br />Select St. 6" Pipe <br />M(k-ft)MUCk-ft)Z reg t(in)Pipe Z <br />4.88 7.80 2.97 0.24 4" St.11.3 <br />i,1