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DESCRIPTION: (E) GLB <br />General Beam Properties <br />Elastic Modulus 1,600.0 ksi <br />Span #1 Span Length = 32.0 ft Area = 10.0 inA2 Moment of Inertia = 13,020.0 inA4 <br />I <br />D(0,38) D(Q 53) I <br />D 0 45 SEo <br />G <br />Span = 32.0 ft i <br />j <br />lied Loads Service loads entered. Load Factors will be applied for calculations. <br />Uniform Load : D = 0.450, S = 0.750 k/ft, Tributary Width = 1.0 ft <br />96/1 qi. = I . <br />Point Load: D = 0.380 k @ 12.0 ft <br />Point Load : D = 0.530 k @ 24.0ft�� <br />M-C ' <br />DESIGN SUMMARY <br />._..._.... _ _ .......... <br />Maximum Bending = 158.000 <br />k-ft <br />Maximum Shear = <br />Load Combination <br />+D+S <br />Load Combine <br />Span # where maximum occurs Span # 1 <br />Span #where <br />Location of maximum on span <br />16.000ft <br />Location of m <br />Maximum Deflection <br />Max Downward Transient Deflection <br />0.856 in <br />448 <br />Max Upward Transient Deflection <br />0.014 in <br />28255 <br />Max Downward Total Deflection <br />1.411 in <br />272 <br />Max Upward Total Deflection <br />0.005 in <br />73030 _....... .... ................. <br />�- <br />..W � _Milk, 1. 111k <br />+D+S <br />uAc r r Span # 1 <br />ft <br />Maximum Forces & Stresses for Load Combinations <br />Load Combination Max Stress Ratios <br />Summary of Moment Values (k-ft) <br />Shear Values (k) <br />Segment Length Span # M V <br />Mmax + Mmax - Ma - Max Mnx Mnx/Omega Cb Rm <br />Va Max VnxVnx/Omega <br />Overall MAXimum Envelope <br />158.00 <br />158.00 <br />19.74 <br />Dsgn. L = 32.00 ft 1 <br />D Only <br />Dsgn. L = 32.00 ft 1 <br />62.00 <br />62.00 <br />7.74 <br />+D+S <br />Dsgn. L = 32.00 ft 1 <br />158.00 <br />158.00 <br />19.74 <br />+D+0.750S <br />Dsgn. L = 32.00 ft 1 <br />134.00 <br />134.00 <br />16.74 <br />+0.60D <br />Dsgn. L = 32.00 ft 1 <br />37.20 <br />37.20 <br />4.64 <br />nvprall Maximum Deflections <br />Load Combination Span Max. "" Defl Location in Span Load Combination Max. "+" Defl Location in 5pan <br />+D+S 1 1.4105 16.160 0.0000 0.000 <br />Vartir-al Reactions Support notation : Far left is #' Values in KIPS <br />Load Combination <br />Support 1 <br />Support 2 <br />Overall MAXimum <br />19.570 <br />19.740 <br />Overall MINimum <br />D Only <br />7.570 <br />7.740 <br />+D+S <br />19.570 <br />19.740 <br />+D+0.750S <br />16.570 <br />16.740 <br />+0.60D <br />4.542 <br />4.644 <br />S Only 12.000 12.000 15 <br />