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ANDERSON & ASSOCIATES CONSULTING ENGINEERS, INC. <br />3902 VILL-·A SAN JOSE DRIVE. JACKSONVILLE. FLORIDA 3221 7 (904) 731·7978 Fax (904) 731·7771 <br />GRAVITY LOADINGS <br />65 ft. x 45 ft. Roof Top <br />Component Actual FEM Result Allowable Result Interaction (Actual/Allowable) <br />Tower Axial Load P:= 15.6 (kips)Pa := 26.0 Guyed Int: <br />P <br />Pa <br />Int = 0.6 <br />PAdal Load P:= 15.6 (kips)Pa:= 2.17 Unguyed Int:= - <br />Pa <br />Int = 7.189 N.G <br />PAxial Load P:= 15.6 (kips)Pa := 2.00 Hoist Int:= - <br />Pa <br />Int = 7.8 N.G <br />Perimeter Truss Moment M := 13.8 (ft-kips)Ma := 25.2 Int:= M Int = 0.548 <br />Ma <br />VShearV:= 2.75 (kips)Va := 5.76 Int:= Va Int = 0.477 <br />Ladder Level 1 Moment M := 38.7 (ft-kips)Ma := 53.7 Int:= <br />M <br />Ma <br />Int = 0.721 <br />VShearV:= 5.18 (kips)Va:= 5.11 Lnt = 1.0I4Int:=.._ <br />Va <br />Ladder Level 2 Moment M:= 55.7 (ft-kips)Ma:= 75.6 Int:= <br />M <br />Ma <br />Int = 0.737 <br />Ladder Level 3 Moment M := 61.6 (ft-kips)Ma := 97.4 Int:= <br />M <br />Ma <br />Int = 0.632 <br />Truss Levell Moment M := 51.8 (ft-kips)Ma := 87.0 Int: <br />M <br />Ma <br />int = 0.595 <br />VShearV := 5.20 (kips)Va := 8.64 Int:=-Int = 0.602 <br />Va <br />Truss Level 2 Moment M := 85.9 (ft-kips)Ma:= 122 Int:: <br />M <br />Ma <br />Int = 0.704 <br />Truss Level 3 Moment M := 99.3 (ft-kips)Ma:= 158 Int:= -M_Int = 0.628 <br />Ma <br />MApex Level 1 Moment M := 9.17 (ft-kips)Ma := 14.1 Int = 0.65Int:= - <br />Ma <br />VShearV := 0.94 (kips)Va := 4.165 Int:= -Int = 0.226 <br />Va <br />Apex Level 2 Moment M := 14.8 (ft-kips)Ma:= 19.9 Int:= -M <br />Ma <br />Int = 0.744 <br />VShearV := 1.09 (kips)Va := 4.165 1nt:=-Int = 0.262 <br />Va <br />Apex Level 3 Moment M := 25.0 (ft-kips)Ma:= 25.6 Int:= _M int = 0.977 <br />Ma <br />VShearV := 1.88 (kips)Va:= 4.13 Int := --Int = 0.455 <br />Va