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PLAN17#Y <br /> FOYEFU COVERED ENTRY <br /> B-4 <br /> setedho {2)i 12 dF 1.#2 Lu=2.5 F{ L.0 @OH=0.0 Ft l <br /> Con Ilion NDS 21105,Overhang <br /> Min Bearing Area R1=0.8 inx R2=6.0In' (1.5)DL Ref[= -0.01 in, <br /> aata Beam Span 7.5 ft Reaction i LL 371# Reaction 2 LL 2399# <br /> Beam vm per ft 8.2# Reaction 1 TL 522# Reaction 2 TL 3780# <br /> Bm Wt Included 82# Maximum V 2135# Overhang Length 2.5 ft <br /> Max Moment 205719 Max V(Reduced) 151 T# Total Beam Length 10.0 ft <br /> TL Max Dell L/240 TL Actual Deft L/>1000 OH TL Actual Defl L 1 c-1000 <br /> LL Max Deft 1.1360 LL Actual Dell Ll>1000 OH LLActual Deft L 1<-1000 <br /> Affrlbulps Section ins Shear(in TL Dell(in) LL Dd OH TL Defl OH LL Deft <br /> Actual 63.28 33.75 0.03 0.02 -0.03 -0.02 <br /> Critical 27.5B 12,85 0.38 0.26 0.25 0.17 <br /> Status OK OK OK OK OK OK <br /> Ratio 44% 37% 7% 6% 11% 10% <br /> Fb si) Fv(psi) E(psi x mil} Fr--L( si. <br /> Values Reference values 900 180 1.6 625 <br /> Adjusted Values 895 180 1.6 625 <br /> AHlusfinenfs CF Size Factor 1.000 <br /> Cd Duration 1.00 1 AO <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress NIA <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> Ci Stability 0.9946 Rb=8.79 Le=5.15 Ft <br /> CI Stability @ OH 1.0000 Pb=0.00 Le=0.00 Ft <br /> fonds <br /> Par Unif LL Par Unif TL Start End <br /> 70 H=80 0 4.0 <br /> 416 1-650 4.0 7.5 <br /> 415 K=650 (aH) 0 2.5 <br /> ( H <br /> Ri- , Z 0 <br /> BACKSPAN=7.5 FT OH=2.5 FT <br /> Uniform and partial uniform loads are Ibs per lineal it Overhang!q load cjistance,5.are from R2, <br />