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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 = 10.0 102 Moment of Inertia = 13,020.0 inA4 <br />...................... ........ _....... _.............. _.._._........ ..... ... ... . ..._-___...._............ ----- ---------------- -............. ____........... I .... _... _.... _.__.............................................. ._._._._._................................... _._.... _....................... ___.._. ........._........ ........................._..............._. ....3 <br />D(0,.38) ( ) <br />i <br />D 0 45 SSO 75) <br />I f <br />Span = 32.0 ft <br />i I <br />Loads <br />Uniform Load: D = 0.450, S = 0.750 k/ft, Tributary Width = 1.0 ft <br />Point Load : D = 0.380 k @ 12.0 ft <br />Service loads entered. Load t-aetars will oe appuea Tor caicwauons. <br />Point Load: D = 0.380 k @ 24.0 ft j <br />rccrr_iu cirnnnearav <br />�``�� <br />— — <br />Maximum Bending = <br />157.400 k-ft <br />Maximum Shear = <br />Load Combination <br />+D+S <br />Load Combination <br />+D+S <br />Span # where maximum occurs <br />Span # 1 <br />Span # where maximum occurs <br />Span # 1 <br />Location of maximum on span <br />16.000 ft <br />Location of maximum on span <br />32.000 ft <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 />1.405 in <br />273 <br />Max Upward Total Deflection <br />_............_.__..........................-........_........_.._._.. <br />0.005 in <br />._....._......_._........_._.............. <br />73700 <br />_..................__......_._.......__...................._._._.__............................_...._.........................._..........................,......_................_.................. <br />_ - - <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 Span # <br />M V Mmax + Mmax - Ma -Max Mnx Mnx/Omega Cb Rm <br />Va Max VnxVnx/Omega <br />Overall MAXimum Envelope <br />19.63 <br />Dsgn. L = 32.00 ft 1 <br />157.40 <br />157.40 <br />D Only <br />Dsgn. L = 32.00 ft 1 <br />61.40 <br />61.40 <br />7.63 <br />+D+S <br />Dsgn. L = 32.00 ft 1 <br />157.40 <br />157.40 <br />19.63 <br />+D+0.750S <br />Dsgn. L = 32.00 ft 1 <br />133.40 <br />133.40 <br />16.63 <br />+0.60D <br />Dsgn. L = 32.00 ft 1 <br />36.84 <br />36.84 <br />4.58 <br />nvprall Maximum Deflections <br />Load Combination <br />Span <br />Max. "" Defl Location in Span Load Combination <br />Max. " " ueti Location in 5pan <br />+D+S <br />1 <br />1.4046 16.160 <br />0.0000 0.000 <br />Vertical Reactions <br />Support notation : Far left is # <br />Values in KIPS <br />Load Combination <br />Support 1 <br />Support 2 <br />Overall MAXimum <br />19.533 <br />19.628 <br />Overall MINimum <br />D Only <br />7.533 <br />7.628 <br />+D+S <br />19.533 <br />19.628 <br />+D+0.750S <br />16.533 <br />16.628 <br />+0.60D <br />4.520 <br />4.577 <br />S Only <br />12.000 <br />12.000 <br />I <br />