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PLAN 1744 <br /> GARAGE JOIST <br /> GB-3 _ <br /> Selection j2)2x 8 DF-L#2 -��-__ �~~ Lu-2.0 Ft�Lu <br /> gq)dfio r{s NOS 20D5.Overhang <br /> Min Rearing Area R1=0.8 Inf R2=1.7 In2 (1.5)DL Defl= Q.12 in. <br /> PILO Boom Span 12.75 ft Reaction 1 LL 354# ReacBon 2 LL 696# <br /> f9eam Wt per It 6.29# Reaction 1 TL 497# Reaction 2 TL 1041# <br /> Bm WI Included 78# Maximum V 811# Overhang Length 2.0 ft <br /> Max Moment WOW Max V(Reduced) 759# Total Beam Length 14.75 ft <br /> TL Max Deft L/240 TL Actual Den L 1477 OH TL Actual Dan L/281 <br /> LL Max Deg L/360 LL Actual Dell L 1747 CH LL Acluat Dell L 1448 <br /> flribul s Sucilon(irO Shear(in' _ TL Deft(in) LL Dell_ OH TL Deft OH LL Dan <br /> Actual 28.28 21.75 0.32 0.20 -0,17 -0.11 <br /> Critical 16.0D 6.33 0.64 0.43 0.20 0.13 <br /> Status OK OK OK OK OK OK <br /> Ratio 61% 290/0 50yyo 48% 85°% 80V. <br /> Fb(psi) Fv si E(psi x jt) (pst) <br /> Valuos Reference Values 9D0 160 1.6 625 <br /> -� Ad usted Values - 1076 180 1.6 625 <br /> LltlL0T-vnfs CF Size Factor 1.200 <br /> Cd Duration 1.00 1.D0 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 _1.00 1.00 1.00 _ <br /> Cf Stability 0.9968 Rb=6.31 Le=4.12 Ft <br /> Cl Stability®OH 1.0000 Rb=0.00 Le a 0.D0 Ft <br /> - Par unit LL Par Unlf TL -_ Slarl End <br /> 60 H=80 0 12,75 <br /> 60 K=80 (OH) 0 1.0 <br /> 225 L=360 (OH) 1.0 2.0 <br /> M <br /> R1 497 R2-=1041 <br /> SACKSPAN=12.76 FT OH=2 FT <br /> Unifdrm and partial uniform loads are lbs per lineal ft. OverhangigV,joa{i.¢Is!ances are fr.q R2. <br />