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J <br />DESCRIPTION: (E) 28 TJL <br />General Beam Properties <br />Elastic Modulus 29,000.0 ksi <br />Span #1 Span Length = 30.0 ft Area = 10.0 inA2 <br />Span #2 Span Length = 9.0 ft Area = 10.0 inA2 <br />D(0_4 1) W(O.)329) E(0.167) <br />Moment of Inertia = 100.0 inA4 <br />Moment of Inertia = 100.0 inA4 <br />Span = 30-0 ft Span = 9-0 ft <br />i <br />D(J.2) <br />Applied Loads <br />Service loads entered. Load Factors will be applied for calculations. <br />Load for Span Number <br />Uniform Load : D = 0.060, S = 0.10 k/ft, Tributary Width = 1.0 ft <br />Point Load : D = 0.410, W = 0.3290, E = 0.1670 k @ 8.50 ft, (from RTU-5) <br />147 �.. • G � <br />Ntxg/.,Q. <br />, <br />Load for Span Number 2 <br />Uniform Load : D = 0.060, S = 0.10 k/ft, Tributary Width = 1.0 ft <br />A <br />LL <br />7 <br />Point Load: D = 0.20 k @ 9.0 ft <br />k <br />DESIGN SUMMARY �._... <br />Maximum Bending = 16.082 k-ft Maximum Shear = <br />2.792 k I <br />Load Combination +D+S <br />Load Combination <br />+D+S <br />Span # where maximum occurs Span # 1 <br />Span # where maximum occurs <br />Span # 1 <br />Location of maximum on span 12.462 ft <br />Location of maximum <br />on span <br />30.000 ft <br />i <br />Maximum Deflection <br />Max Downward Transient Deflection 0.500 in <br />720 <br />Max Upward Transient Deflection -0.338 in <br />638 <br />Max Downward Total Deflection 0.847 in <br />425 <br />Max Upward Total Deflection -0.501 in <br />430 <br />Maximum Forces & Stresses for Load Combinations <br />Load Combination <br />Max Stress Ratios <br />Summary of Moment Values (k-ft) <br />Shear Values (k) <br />Segment Length <br />Span # <br />M V Mmax + Mmax - Ma <br />-Max Mnx Mnx/Omega Cb Rm <br />Va Max VnxVnx/Omega <br />Overall MAXimum Envelope <br />Dsgn. L = 30.00 ft <br />1 <br />16.08 <br />-8.28 <br />16.08 <br />79 <br />Dsgn. L = 9.00 ft <br />2 <br />-8.28 <br />8.28 <br />1. <br />.64 <br />D Only <br />Dsgn. L = 30.00 ft <br />1 <br />6.93 <br />-4.23 <br />6.93 <br />1.16 <br />Dsgn. L = 9.00 ft <br />2 <br />-4.23 <br />4.23 <br />0.74 <br />+D+S <br />Dsgn. L = 30.00 ft <br />1 <br />16.08 <br />-8.28 <br />16.08 <br />2.79 <br />Dsgn. L = 9.00 ft <br />2 <br />-8.28 <br />8.28 <br />1.64 <br />+D+0.750S <br />Dsgn. L = 30.00 ft <br />1 <br />13.77 <br />-7.27 <br />13.77 <br />2.38 <br />Dsgn. L = 9.00 ft <br />2 <br />-7.27 <br />7.27 <br />1.42 <br />+D+0.60W <br />Dsgn. L = 30.00 ft <br />1 <br />8.03 <br />-4.23 <br />8.03 <br />1.21 <br />Dsgn. L = 9.00 ft <br />2 <br />-4.23 <br />4.23 <br />0.74 <br />+D+0.70E <br />Dsgn. L = 30.00 ft <br />1 <br />7.58 <br />-4.23 <br />7.58 <br />1.19 <br />Dsgn. L = 9.00 ft <br />2 <br />-4.23 <br />4.23 <br />0.74 <br />+D+0.450W <br />Dsgn. L = 30.00 ft <br />1 <br />7.75 <br />-4.23 <br />7.75 <br />1.20 <br />Dsgn. L = 9.00 ft <br />2 <br />-4.23 <br />4.23 <br />0.74 <br />