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eneral Beam <br />DESCRIPTION: exist roof TJLX w/ replacement unit <br />General Beam Properties <br />Elastic Modulus 1,600.0 ksi <br />Span #1 Span Length = 37.0 ft Area = 1 <br />o(0.15) wto.15t E(o 05) <br />1 Span = 37.0 ft <br />inA2 Moment of Inertia = 2,775.0 inA4 <br />Service loads entered. Load Factors will be appfor calculations. <br />Beam self weiqht calcuW and addella loads <br />Uniform Load: D = 0,0520, S = 0.10 k/ft, Tributary Width =1.0 ft <br />Point Load : D = 0.150, W = 0.150, E = 0.050 k @ .0 ft, (from replacemen unit ��+ <br />1 t� tM �J <br />Maximum Bending = <br />Load Combination <br />Span # where maximum occurs <br />Location of maximum on span <br />Maximum Deflection <br />Max Downward Transient Deflection <br />Max Upward Transient Deflection <br />Max Downward Total Deflection <br />Max Upward Total Deflection <br />Overall Maximu <br />Load Combination <br />.......... ....... <br />26 236 k-ftvlaximum Shear = <br />2.950 k <br />+D+S+H Load Combination <br />+D+S+H <br />Span # 1 Span # where maximum occurs <br />Span # 1 <br />18.500ft Location of maximum on span <br />0.000 ft <br />0.957 in 463 <br />0.000 in 0 <br />1.470 in 1 <br />0.005 in 888 8 <br />S <br />Span Max.' ' Deti Location in Span <br />1.4702 <br />18.500 <br />Support <br />Max. "+" Defl Location in Span <br />Far left is #1 Values in KIPS <br />O.000 <br />Load Combination <br />Support 1 <br />Support 2 <br />Overall MAXimum <br />Overall MlNimum <br />+D+H <br />2.950 <br />1.100 <br />2.824 <br />0.974 <br /><� <br />'``��.• <br />+D+L+H <br />1.100 <br />0.974 <br />�'.� <br />+D+H <br />+D+S+ H <br />1.0 <br />2.95950 <br />0.974 <br />2.82824 <br />+D+0.750Lr+0.750L+H <br />1.100 <br />0.974 <br />+D+0.750L+0.750S+H <br />2.487 <br />2.362 <br />+D+0.60W+H <br />1,183 <br />0.981 <br />®- <br />+D+0.70E+H <br />1.132 <br />0.977 <br />+D+0.750Lr+0.750L+0.450W+H <br />+D+0.750L+0.750S+0.5250E H <br />1.162 <br />2.511 <br />0.980 <br />2.367 <br />j j <br />/ <br />+D+0D+0L+0.750S+0.5250E+H <br />2.541 <br />2.36 <br />) <br />�J �-t- <br />o 4- <br />�� Ff��, <br />+O.60D+0.60W+0.60H <br />0.743 <br />0. <br />+0.60D+0.70E+0.60H <br />D Only <br />0.692 <br />1.100 <br />.587 <br />0.974 <br />Lr Only <br />L Only <br />S Only <br />1.850 <br />1.850 <br />W Only <br />0.138 <br />0.012 <br />E Only <br />0.046 <br />0.004 <br />H Only <br />