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� <br />� <br />BeamChek v2014 licensed to: Design Lines, Inc. Reg # 2308-64256 <br />Lavre Hip <br />R-02 Prepared by: KAD Date: 3/31/16 <br />Selection 2x 6 HF #1 Lu = 0.0 Ft <br />Conditions NDS 2012, Increasing Load <br />Min Raarinn ArPa R1— 0.3 in� R2= 0.5 inz (1.5) DL Defl= 0.02 in <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Beam Span <br />Beam Wt per ft <br />Bm Wt Included <br />Max Moment <br />TL Max Defl <br />LL Max Defl <br />6.01 ft Reaction 1 LL 75 # Reaction 2 LL <br />2.0 # Reaction 1 TL 111 # Reaction 2 TL <br />12 # Maximum V 217 # <br />253'# Max V (Reduced) 169 # <br />L/ 240 TL Actual Defl L/>1000 <br />L/ 360 LL Actual Defl L/>1000 <br />Section (in3) Shear (inz) TL Defl (in) LL Ueil <br />7.56 8.25 0.06 0.04 <br />2.39 1.69 0.30 0.20 <br />OK OK OK OK <br />32% 21 % 20°/a 18% <br />Values Reference Values <br />Ad usted Values <br />Adlustments CF Size Factor <br />Cd Duration <br />Cr Repetitive <br />Ch Shear Stress <br />Cm Wet Use <br />CI Stability <br />Loads <br />Fb (psi) Fv (psi) E(psi x mil <br />975 150 1.5 <br />1268 150 1.5 <br />1.300 <br />1.00 1.00 <br />1.00 <br />N/A <br />1.00 1.00 1.00 <br />1.0000 Rb = 0.00 Le = 0.00 Ft <br />Increasing LL = 226 Increasing TL = 316 <br />� <br />405 <br />405 <br />� <br />H2=217 <br />SPAN = 6.01 FT <br />The Increasing load is total pounds on the beam. Beam weight and any uniform load is PLF. <br />