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PLAN 17" <br /> GARAGE C OH DR <br /> GB•2 <br /> Solcction 5-118x 13-112 OL13 24F-V4 DF10F Lu=0.0 Ft <br /> Condition NDS 2005 <br /> Min Searing Area R1=6.7 in' R2=5.71n' (1.5)DL Dafl= 0.19 in Recom Camber-0.29 In <br /> Data Beam Span 18.0 tt Reaction 1 LL 27204 Reaction 2 LL 2720# <br /> Beam Wt per ft. 16,81# Reaction i FL 4380# Reaction 2 TL 3730# <br /> Bm M Included 2690 Maximum V 4380# <br /> Max Moment 15744 W Max V(Reduced) 3883# <br /> TL Max Defl L 1240 T1.Actual Dell L 1420 <br /> LL Max Dell L 1360 LL Actual Deli L 1726 <br /> Attributes Section(rk) Shear(ink TL Deb(in) LL Del _ <br /> Actual 165.67 89,19 0.45 0.26 �] <br /> Critical 78.72 2427 0.80 0.53 If <br /> Status OK OK OK OK <br /> Ratio 51% 35`Ye _57% 50% <br /> ^Fb(psi) Fv(psi)_ E(psl x mil) Fc-L{psi) <br /> Values Reference Values 2400 240 1.8 65D <br /> dusted Values 240D 240 1.8 65D <br /> Arhus rncrfls Cv Volume 1.000 <br /> Cd Duration 1.D0 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress NIA <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> Cl Stability 1.0000 Rb=0.00 Le=0.D0 Ft <br /> Loads _Uniform LL:340 Uniform Tl. 425 =A <br /> Point TL Distance rJ <br /> B=1041 3.0 <br /> ---� Uniform Load A <br /> Pt loads: � L8 <br /> R7=43BO R2=3730 <br /> SPAN=16 FT <br /> Uniform and partial uniform loads are ibs per lineal fL <br />