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• Design Lines, Inc. � <br />(425)353-053t <br />NORRIS <br />REAR DECK, WORST CASE <br />Selecli�n 4x 10 ►IF #2 <br />Conditians NDS 2005, Ov� <br />Dafa <br />A rib es <br />nc�a� <br />Cn�ical <br />Status <br />Ratio <br />OT Date:3/2211? <br />Lu=O.OFt Lu@OH=O.OFt <br />Min Bearing Area Ri= 4.6 in� R2= 7.6 in� (1.5) OL Oell= 0.06 in. <br />Bearn Span 9.0 R Raactioo 1 LL 1540 p Reaction 2 LL 2420 p <br />Bearn Wt per It 7.87 p Reaction t TL 1959 N Feaction 2 TL 3078 # <br />Bm Wt InduCed 87 # Maximum V 2162 p Overhang Lengih 2.0 ft <br />Max Moment 4188'N Max V(Reduced) 1809 # Total Beam Length 11.0 it <br />TL Ma�c Dell L/ 180 TL Actual De(I L! 493 OH TL Actual Dell L/ 298 <br />LL Maz Dell L/ 240 lL Actual Dell L! 695 OH LL Actual Deli L/ 418 <br />Section (in�) Shear (irP) TL Deli (in) LL Dell OH Tl Defl OH LL DeA <br />49.91 32.38 0.22 0.16 -0.16 -0.11 <br />49.27 � 18.09 0.60 0.45 0.27 020 <br />OK OK OK OK OK OK <br />� 99q . 56% 36% 35% 60'6 57% <br />Fb ( si Fv ( si E( i x mil) Fc I(psi) _ <br />Values Reterence Values 850 150 1.3 405 <br />Ad'usted Values 1020 150 1.3 405 <br />�diuslments CF Size Factor 1200 <br />Cd Duration 1.00 1.00 <br />Cr Repefitive 1.00 <br />Ch Shear Stress ' NIA <br />Cm Wet Use 1.00 1.00 t.o0 • 1.Oo <br />CI Slability 1.0000 Rb = 0.00 Le = 0.00 Ft <br />CI Stability @ OH 1.0000 Fib = 0.00 Le = 0.00 Ft <br />i..�a� iln�tnrm LL• 360 Unilorm TL: 450 = A N <br />u Unil LL Par Unif TL Stan End <br />360 K- 450 (OH) 0 2.0 <br />R 1= 1359 R2 = 3078 <br />� BACKSPAN = 9 FT OH = 2 FT <br />Unilortn and parGal unilortn loads are Ibs per lineal It. Overhanging load distances aio Irom R2. <br />