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Page 2 <br /> UNIF TOTAL TOP ROOF 770 PLF 0. 000' 2 . 000 ' <br /> UNIF TOTAL TOP ROOF 770 PLF 12 . 000' 16.500 ' <br /> +UNIF LIVE TOP FLOOR 420 PLF 0. 000' 16. 500 ' <br /> UNIF TOTAL TOP FLOOR 344 PLF 0. 000' 2 . 000' <br /> +UNIF DEAD TOP FLOOR 190 PLF 0. 000' 16. 500' <br /> UNIF TOTAL TOP FLOOR 179 PLF 12 . 000' 16.500 ' <br /> UNIF TOTAL TOP FLOOR 83 PLF 0. 000' 16. 500' <br /> UNIF DEAD TOP FLOOR 200 PLF 0. 000' 2 . 000' <br /> UNIF DEAD TOP FLOOR 200 PLF 12 . 000' 16. 500 ' <br /> CONC TOTAL TOP FLOOR 9374 LBS 2 . 000' <br /> CONC TOTAL TOP FLOOR 8791 LBS 12 . 000 ' <br /> + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. <br /> MAXIMUM SECTION FORCES: MOMENT = 58853 FT-LBS SHEAR = 19207 LBS <br /> MAXIMUM SUPPORT REACTIONS (LBS) <br /> BRG#1 : 19523 BRG#2 : 17868 <br /> REQUIRED BEARING SIZES (IN) <br /> BRG#1 : 3 . 75 BRG#2 : 3. 50 <br /> CONCENTRATED LOADS <br /> SPAN TYPE W1 (LBS) X1 (FT) MIN BRG (IN) <br /> 1 DEAD 2556.5 2 . 0 2 . 50 <br /> 1 DEAD 2397 . 5 12 . 0 2 . 50 <br /> 1 LIVE 6817 .5 2 . 0 2 . 50 <br /> 1 LIVE 6393 . 5 12 . 0 2 . 50 <br /> LIVE LOAD DEFLC. TOTAL LOAD DEFLC. <br /> SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/? <br /> 1 0. 432 0 .540 450 0. 618 0. 810 315 <br /> MAXIMUM STRESS INDICES: MSI = 0. 802 VSI = 0 . 887 <br /> SLENDERNESS RATIO = 2 .29 LIMIT = 10. 0 <br />