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LIC# : KW-06015335, Build:20.22.10.25 <br />DESCRIPTION: (E) 28 TJL <br />General Beam Properties <br />Elastic Modulus 29,000.0 ksi <br />Span #1 Span Length = 30.0 ft <br />D(0.135) W(01147) E(0.067) <br />Iu <br />Area = 10.0 inA2 Moment of Inertia = 100.0 in14 <br />I Span = 30.0 ft <br />D(0 205) W(01171) F_(0.087) <br />lied Loads K Service loads entered. Load Factors will be applied for calculations. <br />Uniform Load: D = 0.060, S = 0.10 k/ft, Tributary Width = 1.0 ft ts j��8+�/� <br />Point Load : D = 0.1350,W0.1470�= 0.0670 k @ 8.50 ft, (from RTU-6) 16TYt 16&, <br />Point Load : D = 0.2050, W = 0.1710, E = 0.0870 k @ 26.0 ft, (from RTU-2) <br />`. A".- Sir , <br />DESIGN SUMMARY <br />Maximum Bending = <br />18.984 k-ft <br />Load Combination <br />+D+S <br />Span # where maximum occurs <br />Span # 1 <br />Location of maximum on span <br />15.000 ft <br />Maximum Deflection <br />Max Downward Transient Deflection <br />0.633 in <br />Max Upward Transient Deflection <br />0.000 in <br />Max Downward Total Deflection <br />1.075 in <br />Max Upward Total Deflection <br />0.005 in <br />Maximum Forces & Stresses for Load Combinations <br />Load Combination <br />M, <br />Segment Length <br />Span # <br />Overall MAXimum Envelope <br />Dsgn. L = 30.00 ft <br />1 <br />D Only <br />Dsgn. L = 30.00 ft <br />1 <br />+D+S <br />Dsgn. L = 30.00 ft <br />1 <br />+D+0.750S <br />Dsgn. L = 30.00 ft <br />1 <br />+D+0.60W <br />Dsgn. L = 30.00 ft <br />1 <br />+D+0.70E <br />Dsgn. L = 30.00 ft <br />1 <br />+D+0.450W <br />Dsgn. L = 30.00 ft <br />1 <br />+0+0.750S+0.450W <br />Dsgn. L = 30.00 ft <br />1 <br />+D+0.750S+0.5250E <br />Dsgn. L = 30,00 ft <br />1 <br />+0.60D+0.60W <br />Dsgn. L = 30.00 ft <br />1 <br />+0.60D+0.70E <br />Dsgn. L = 30.00 ft <br />1 <br />Overall Maximum Deflections <br />um Shear = Z.tilb K <br />Load Combination +D+S <br />Span # where maximum occurs Span # 1 <br />Locati of maxi m on span <br />5 <br />LA - <br />334 �2-.�6 K2 <br />a�Ra <br />(k-ft) <br />M V Mmax + Mmax - Ma�Mnx Mnx/Omega Cb Rrp Va <br />18.98 <br />18.98 <br />2.62 <br />7.73 <br />7.73 <br />1.12 <br />18.98 <br />18.98 <br />2.62 <br />16.17 <br />16.17 <br />2.24 <br />8.32 <br />8.32 <br />1.23 <br />8.06 <br />8.06 <br />1.18 <br />8.17 <br />8.17 <br />1.20 <br />16.61 <br />16.61 <br />2.33 <br />16.41 <br />16.41 <br />2•29 <br />5.22 <br />5.22 <br />0.78 <br />4.96 <br />4.96 <br />0.74 <br />(k) <br />Load Combination Span Max. "" Defl Location in Span Load Combination Max. "+" Detl Location in Span <br />+D+S 1 1.0752 15.000 0.0000 0.000 <br />