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ANUtKbUN & AbbULIA I tb CONSUL I IN(.5 ENUINI=t=Mb, INU. <br />3902'ViLLA SAN JOSE DRIVE. JACKSONVILLE, FLORIDA 32217 (904) 731 -7978 Fax (9041 731-777 1 <br />WIND LOADINGS <br />FEM INPUT <br />Apex Level 2 and 3 Windward load:ww := pw ·Trib3 ww = 123.64 kips/ft <br />ww 10.968 ww 31.271w =0.03213 w:= -w =0.0916L 1000 L 1000 <br />ww21.105 ww 42.209w = 0.06182 'A':= -.w = 0.12364L 1000 L 1000 <br />-Z Wind Loads: Vertical Upward on 24 ft. x 24 ft. Sound Wings <br />Li := 23.584 ft L:=23.584 ft -=1 Cf:=0.45 Table 6-6 <br />f:= B -L fl2 6 := 1.00.100% Solid <br />F := cf·G·Cf·Af·E F = 2775 lbs Triangular Load <br />Bfem := 21.876 Lfem := 21.876 <br />Windward Pressure:pw:= <br />F <br />Bfem·Lfem 2 pw = 11.599 psf <br />Trapezoidal Loads: <br />Perimeter Truss Windward load:ww := pw ·Tribl .ww=73.342 kips/ft L := 21.876 <br />ww 10.968 ww 21.876w =0.03677 W := -w =0.07334L 1000 L 1000 <br />Apex Level Windward load:ww := pw -Trib4 ww = 126.873 kips/ft <br />ww 10.968 ww 21.876w = 0.06361 W:= -·w = 0.12687L 1000 L 1000 <br />+X Wind Loads: Vertical Upward on 65 ft. x 45 ft. Roof Top <br />1 := 43.917 ft L := 64.25 ft E = 1,463 .Cf:= 0.381 Table 6-6r. <br />r:=B·L ft2 <br />E:.1.00 100% Solid <br />F:=qz·G-Cf·Af·g F = 11921 lbs Triangular Load <br />Bfem := 42.209 Lfern:= 62.542 <br />Windward Pressure:PW::F <br />= -2 pw = 9.032 psfBfern-Lfem <br />j