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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 Moment of Inertia = <br />Span #2 Span Length = 9.0 ft Area = 10.0 inA2 Moment of Inertia = <br />Loads <br />100.0 inA4 <br />100.0 inA4 <br />Span = 30.0 ft i Span = 9.0 ft <br />Load for Span Number K <br />Uniform Load: D = 0.060, S = 0.10 k/ft, Tributary Width = 1.0 ft <br />cj <br />Service loads entered. Load Factors will be applied for calculations. <br />Point Load: D = 0.3550, W = 0.3250, E = 0..1650 k @ 16.0 ft, (from RTU-3) <br />Load for Span Number 2 <br />Uniform Load : D = 0.060, S = 0.10 k/ft, Tributary Width = 1.0 ft <br />Point Load : D = 0.20 k @ 9.0 ft <br />DESIGN SUMMARYaa <br />�,�',,'j,� <br />..... <br />Maximum Bending = <br />_1.._........1...' <br />16.383 k-ft <br />Load Combination <br />+D+S <br />Span # where maximum occurs <br />Span # 1 <br />Location of maximum on span <br />14.308 ft <br />Maximum Deflection <br />Max Downward Transient Deflection <br />0.500 in <br />Max Upward Transient Deflection <br />-0.338 in <br />Max Downward Total Deflection <br />0.859 in <br />Max Upward Total Deflection <br />-0.524 in <br />Maximum Forces & Stresses for Load Combinations <br />163��x 9�3o-.z <br />mum Shear = <br />Load Combination <br />Span # where maximum occurs <br />Location of maximum on span <br />720 <br />638 <br />419 <br />412 <br />2.811 65 k <br />+D+S <br />Span # 1 <br />30.000 ft <br />Load Combination <br />Max Stress Ratios <br />Summary of Moment Values (k-ft) <br />ShearValues <br />Segment Length <br />Span # <br />M V Mmax + <br />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 />16.38 <br />-8.28 <br />16.38 <br />2.87 <br />Dsgn. L = 9.00 ft <br />2 <br />-8.28 <br />8.28 <br />1.64 <br />D Only <br />Dsgn. L = 30.00 ft <br />1 <br />7.12 <br />-4.23 <br />7.12 <br />1.23 <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 />16.38 <br />-8.28 <br />16.38 <br />2.87 <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 />14.06 <br />-7.27 <br />14.06 <br />2.46 <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 />8.57 <br />-4.23 <br />8.57 <br />1.33 <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 />7.98 <br />-4.23 <br />7.98 <br />1.29 <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 />8.20 <br />-4.23 <br />8.20 <br />1.31 <br />Dsgn. L = 9.00 ft <br />2 <br />-4.23 <br />4.23 <br />0.74 <br />