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BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> Khan <br /> jsts under new bedroom Prepared by: DT Date: 10/28/14 <br /> Selection 2x 6 HF#2 @ 16 in oc Lu=0.0 Ft <br /> Conditions NDS 2012, Repetitive Use <br /> Min Bearing Area R1=0.5 in2 R2=0.5 in2 (1.5) DL Defl= 0.08 in <br /> Data Beam Span 8.2 ft Reaction 1 LL 164# Reaction 2 LL 164# <br /> Beam Wt per ft 0# Reaction 1 TL 219# Reaction 2 TL 219# <br /> Bm Wt Included 0# Maximum V 219# <br /> Max Moment 448'# Max V(Reduced) 194# <br /> TL Max Defl L/240 TL Actual Defl L/437 <br /> LL Max Defl L/360 LL Actual Defl L/655 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 7.56 8.25 0.23 0.15 <br /> Critical 4.23 1.94 0.41 0.27 <br /> Status OK OK OK OK <br /> Ratio 56% 24% 55% 55% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1271 150 1.3 405 <br /> Adjustments CF Size Factor 1.300 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.15 <br /> Ch Shear Stress N/A <br /> 0 <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:40 Uniform TL: 53 =A <br /> Uniform Load A <br /> R1 =219 R2=219 <br /> SPAN=8.2FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> 1 <br />