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BeamChek v2005/icensed to:RAD Design Reg tt 5234-65712 <br /> Miller Ridge Beam <br /> Date:9/19/OB <br /> I clion 4x 12 DF•L p2 Lu=0 0 Ft <br /> Con i i ns NDS 2001 — <br /> Min Bearing Arca Rt=3.0 in' R2=3.0 in' DL Defl 0.08 in <br /> afa Beam Span 11.5 ft Reaction t LL 1 S 50 p Reaction 2 LL 1150 N <br /> Beam Wt per ft 9.57 q Reaction 1 TL 1895 q Reaction 2 TL 1895# <br /> Bm Wt Included 110 i! Maximum V 1895# <br /> Max Moment 5448 YI Max V(Reduced) 1586# <br /> TL Max Deil L/240 TL Actual De0 L/IOB I <br /> LL Max Defl L/360 LL Actual Defl L/>7000 J <br /> Alfnbufes Section in' Shear in' Tl De0 in LL Defl <br /> Actuai 73.83 39.38 0.19 0.72 <br /> Critical 66.04 13.22 0.58 0.38 <br /> StaWs OK OK OK OK <br /> Ralio 89% 34% 34°k 31% <br /> Fb si Fv si E st x mil Fcl si <br /> V�lu_e� Base Values 900 1B0 1.6 625 <br /> BaseAd'usted 99p 780 1.6 625 <br /> Adiustments CF Size Fador 1.100 <br /> Cd Duration 1.00 1.00 <br /> CrRepetitive 1AU <br /> f:h Shear Stress ry/p <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ff Kbe=0.0 <br /> Loads Unilortn LL:200 Unifortn TL: 320 =A <br /> � _ Uniform Load A � <br /> � _ �^I <br /> �1 Q <br /> R1 = 1895 R2 = 1895 <br /> SPAN= 17.5 FT <br /> Unilortn and partial unifortn loads are Ibs per lineal fl. <br />