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ANDERSON & ASSOCIATES CONSULTING -ENGINEERS---INC. <br />3902 VILLA SAN JOSE ORSVE. JACKSONVILLE, FLORIDA 32217 (904) 731-7978 Fax (904) 731 ·7771 <br />WIND LOADINGS <br />FEMINPUT <br />+X Wind Loads: Vertical Upward on 65 ft. x 45 ft. Roof Top (Cont.) <br />Trapezoidal Loads: <br />Slopina Truss Windward load:ww := pw -Tribl ww = 57 108 kips/ft L:= 62.542 <br />ww 10.968 ww 41.438w = 0.01002 W:= -w=0.03784L 1000 L 1000 <br />ww 21.105 ww 51.604w =0.01927 U':= -I w=0.04712L 1000 L 1000 <br />ww 31.271 ww 62.542w = 0.02855 W:= -·w =0.05711L 1000 L 1000 <br />Outside Ladders Windward load:ww:= pw -Tnb2 ww = 95.308 kips/ft <br />ww 10.968 ww 41.438w=0.01671 W.=-·w =0.06315L 1000 L 1000 <br />WW 21.105 ww 51.604w =0.03216 W := -·w = 0.07864L 1000 L 1000 <br />vav 31.271 ww 62.542w = 0.04765 U' = ---- ·w = 0.09531L 1000 L 1000 <br />Middle Ladder Windward load:ww i= pw ·Trib3 WW = 91.826 kips/ft <br />ww 10.968 - ww 41.438w =0.0161 W := -w = 0.06084L 1000 L 1000 <br />ww 21. 104 ww, 51.604w =0.03099 W := -·w =0.07577L 1000 L 1000 <br />ww 31.271 ww 62.542W =0.04591 U':= -w =0.09183L 1000 L 1000 <br />+X Wind Loads: Verdcal Upward on 24 ft. x 24 ft. Sound Wings <br />L; := 23.58.4.·ft -Lt:= 23.584 ft - =1 C f:= 0.45 Table 6-6n <br />r:= B·L ft2 £:=1.00 - 100% Solid <br />F:=qz·G·Cf·Aft F = 2775 lbs Triangular Load <br />Bfem := 21.876 Lfem := 2 1.876 <br />Windward Pressure:PK' 1 = ·2 pw = 11.599 psfBfem ·Lfcni <br />Trapezoidal Loads: <br />Perimeter Truss Windward load:;VV:=pw ·Tribl ww = 73,342 kips/ft 1. := 21.876 <br />ww 10 968 ww 21.876w = 0.03677 := -w = 0.07334L 1000 L 1000