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BeamChek v2017 licensed to:J3 ARCHITECTS LLC Reg#5234-65730 7, <br /> EVERETT CARPORT RAFTERS <br /> Date: 1/09/19 <br /> Selection 2x 8 HF#2©24 in oc Lu=0.0 Ft <br /> Conditions NDS 2015, Repetitive Use <br /> Min Bearing Area R1=0.8 in2 R2=0.8 in2 (1.5) DL Defl= 0.09 in <br /> Data Beam Span 10.0 ft Reaction 1 LL 250# Reaction 2 LL 250# <br /> Beam Wt per ft 0# Reaction 1 TL 330# Reaction 2 TL 330# <br /> Bm Wt Included 0# Maximum V 330# <br /> Max Moment 825'# Max V(Reduced) 290# <br /> TL Max Defl L/240 TL Actual Defl L/447 <br /> LL Max Defl L/360 LL Actual Defl L/662 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 13.14 10.88 0.27 0.18 <br /> Critical 8.44 2.90 0.50 0.33 <br /> Status OK OK OK OK <br /> Ratio 64% 27% 54% 54% <br /> Fb(psi) Fv(psi) E (psi x mil) Fc±(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1173 150 1.3 405 <br /> Adjustments CF Size Factor 1.200 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.15 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:50 Uniform TL: 66 =A <br /> Uniform Load A <br /> 0 <br /> R1 =330 R2=330 <br /> SPAN= 10 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />