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sr€x S e A �isasns <br /> Page 2 <br /> CONC TOTAL TOP FLOOR 875 LBS 5. 500' <br /> + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. <br /> MAXIMUM SECTION FORCES: MOMENT = 25243 FT-LBS SHEAR = 9205 LBS <br /> MAXIMUM SUPPORT REACTIONS (LBS) <br /> BRG#1 : 9374 BRG#2 : 8791 <br /> REQUIRED BEARING SIZES (IN) <br /> BRG#1 : 2 . 75 BRG#2: 2 . 50 <br /> CONCENTRATED LOADS <br /> SPAN TYPE W1 (LBS) X1 (FT) MIN BRG (IN) <br /> 1 DEAD 238 . 6 5. 5 2 .50 <br /> 1 LIVE 636. 4 5. 5 2 . 50 <br /> LIVE LOAD DEFLC. TOTAL LOAD DEFLC. <br /> SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/? <br /> 1 0 .240 0.360 539 0 .359 0.539 360 <br /> MAXIMUM STRESS INDICES: MSI = 0. 832 VSI = 0.764 <br /> SLENDERNESS RATIO = 2 .26 LIMIT = 10 . 0 <br />