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Engineered Structures Global Design, PLLC <br /> www.esg-design.com <br /> BeamChek v2021 licensed to:ESG Design Reg#4151-64740 <br /> BARBER] RESIDENCE NEW ROOF RAFTERS <br /> Prepared by: ESG Date:5/31122 <br /> Selection 2x 8 HF#2 @ 24 in oc Lu=0.0 Ft <br /> Conditions NDS 2018, Repetitive Use <br /> Min Bearing Area R1=0.4 in' R2=0.4 in (1.5) DL Defl= <0.01 in. <br /> Data Beam Span 4.5 ft Reaction 1 LL 113# Reaction 2 LL 113# <br /> Beam Wt per ft 0,1 Reaction 1 TL 167# Reaction 2 TL 167# <br /> Bm Wt Included 0# Maximum V 167# <br /> Max Moment 187'# Max V(Reduced) 122# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section W Shear(in 2) TL Defl(in) LL Defl <br /> Actual 13.14 10.88 0.01 <0.01 <br /> Critical 1.67 1.06 0.23 0.15 <br /> Status OK OK OK OK <br /> Ratio 13% 10% 6% 5% <br /> Fb(psi) Fv(psi) E (psi x mil) Fc (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1349 173 1.3 405 <br /> Adiustments CF Size Factor 1.200 <br /> Cd Duration 1.15 1.15 <br /> Cr Repetitive 1.15 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL: 50 Uniform TL: 74 =A <br /> Uniform Load A <br /> 0 <br /> RI 167 R2= 167 <br /> SPAN =4.5 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />