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. • <br /> BeamChek v20131icensed to:Design Lines, Inc Reg#2308-64256 <br /> Logan <br /> Ledger over garage door Date:4/18/14 <br /> Selection 2x 10 HF#2 Lu= 0.0 Ft <br /> Conditions NDS 2012,Wet Use <br /> Min Bearing Area R1=2.7 inZ R2=2.7 inz (2.0) DL Defl= 0.07 in <br /> Data Beam Span 8.2 ft Reaction 1 LL 574# Reaction 2 LL 574# <br /> Beam Wt per ft 3.37# Reaction 1 TL 731 # Reaction 2 TL 731 # <br /> Bm Wt Included 28 # Maximum V 731 # <br /> Max Moment 1499'# Max V(Reduced) 594# <br /> TL Max Defl L/ 180 TL Actual Defl L/517 <br /> LL Max Defl L/240 LL Actual Defl L/801 <br /> Attributes Section (in') Shear(inz) TL Defl (in) LL Defl <br /> Actual 21.39 13.88 0.19 0.12 <br /> Critical 1924 6.12 0.55 0.41 <br /> Status OK OK OK OK <br /> Ratio 90% 44% 35% 30% <br /> Fb(psi) Fv(psi) E (psi x mil) Fc�(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Ad'usted Values 935 146 1.2 271 <br /> Adiustments CF Size Factor 1.100 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 0.97 0.90 0.67 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL: 140 Uniform TL: 175 =A <br /> Uniform Load A <br /> � 0 <br /> R1 =731 R2=731 <br /> SPAN =8.2 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />