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PLAN 1744 <br /> GARAGE <br /> GB-1 <br /> Selection i 5-118x 16-112 GLB 24F V4 DFIDF Lu=0.0 Ft <br /> Gonditfons NDS 2005 <br /> Min Bearing Area R1=6.6 in° R2=7.9 W (1.M OL Dell= 9.20 in. Recom Camber=0.30 In <br /> Data seam Span 19.0 ft Reaction 1 LL 4017# Reaction 2 LL 3833# <br /> Beam Vdt per ft 20.55# Reaction 1 TL 5594# Reaction 2 TL 5109# <br /> Bm VVt Included 390# Maximum V 55949 <br /> Max Moment 25070`# Max V(Reduo4 4791# <br /> TL Max Deft L f 240 TL Actual Defl L f 4D0 <br /> j LL Max DO L►360 LL Actual Defl L 1622 <br /> AtWbules -Section(in') Shear(in!--TL Deft{m - LL DO <br /> Actual 232.55 84.56 0.57 0.37 <br /> Critical 128.12 29.95 0.95 0.63 <br /> Status OK OK OK OK <br /> Ratio 55% 35% 60% 58% <br /> Fq(psi) Fv(psi) _E(psi x min Fc t (ps't <br /> Valued Reference Values 2400 240 1.8 650 <br /> Adjusted Values 230 240 1.8 650 <br /> due ents Cv Volume 0.978 <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 1.03 1.00 <br /> Cl Stabllily 1.0000 Rb=0.00 Le=0.0D Ft <br /> Loads <br /> Point TI- Distance Par Unif LL Par Unlf TL Start End <br /> B=497 4.67 450 H=$63 0 5.0 <br /> 400 i=500 5.0 19.D <br /> Pt loads: <br /> R1=5594 R2-.5109 <br /> SPAN=19Ff <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />