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DESCRIPTION: (E) GLB check for replacement units <br />Maximum Forces & Stresses for Load Combinations <br />Load CombinationMax Stress a ios <br />omen <br />a ues <br />ear Values <br />Segment Length Span # M V CD <br />CM Ct CLx CV <br />Cfu C i <br />C r M <br />fb <br />F'b V <br />fv F'v <br />Length = 26.0 ft 1 0.506 0.312 1.15 <br />1.00 1.00 1.00 0.873 <br />1.00 1.00 <br />1.00 92.93 <br />1,220.4 <br />2,410.5 12.19 <br />95.1 304.8 <br />+0.60D <br />1.00 1.00 1.00 0.873 <br />1.00 1.00 <br />1.00 <br />0.0 0.00 <br />0.0 0.0 <br />Length = 26.0 ft 1 0.107 0.069 1.60 <br />1.00 1.00 1.00 0.873 <br />1.00 1.00 <br />1.00 27.26 <br />357.9 <br />3,353.7 3.73 <br />29.1 424.0 <br />Overall Maximum Deflections <br />Load Combination Span Max. <br />'=" Defl Location in Span <br />Load Combination <br />Max. "+" Defl Location in Span <br />+D+S 1 <br />0.5706 13.095 <br />0.0000 <br />0.000 <br />Vertical Reactions <br />Support notation : <br />Far left is #1 <br />Values in KIPS <br />Load Combination <br />Support 1 Support 2 <br />Max Upward from all Load Conditions <br />16.710 <br />17.129 <br />Max Upward from Load Combinations <br />16.710 <br />17.129 <br />Max Upward from Load Cases <br />9.750 <br />9.750 <br />D Only <br />6.960 <br />7.379 <br />+D+Lr <br />6.960 <br />7.379 <br />+D+S <br />16.710 <br />17.129 <br />+D+0.750Lr <br />6.960 <br />7.379 <br />+D+0.750S <br />14.272 <br />14.692 <br />+0.60D <br />4.176 <br />4.427 <br />S Only <br />9.750 <br />9.750 <br />