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r�L <br />� <br />BeamChek v2014 licensed to: Design Lines, Inc. Reg # 2308-64256 <br />Lavre Side Beam <br />R-03 Prepared by: KAD Date: 3/31 /16 <br />Selection 4x 10 DF-L #2 Lu = 0.0 Ft <br />Conditions NDS 2012 <br />Min Raarinn Area R1= 0.3 in' R2= 0.3 inz (1.5) DL Defl= <0.01 in. <br />Data <br />Beam Span <br />Beam Wt per ft <br />Bm Wt Included <br />Max Moment <br />TL Max Defl <br />LL Max Defl <br />Attributes Section � <br />Actual 49.91 <br />Critical 1.99 <br />Status OK <br />Ratio 4% <br />Values Reference Values <br />Ad usted Values <br />Adlusiments CF Size Factor <br />Cd Duration <br />Cr Repetitive <br />Ch Shear Stress <br />Cm Wet Use <br />CI Stability <br />Loads <br />4.0 ft Reaction 1 LL 117 # Reaction 2 LL <br />7.87 # Reaction 1 TL 179 # Reaction 2 TL <br />31 # Maximum V 179 # <br />179 '# Max V (Reduced) 110 # <br />L/ 240 TL Actual Defl L/>1000 <br />L/ 360 LL Actual Defl L/>1000 <br />Shear i <br />32.38 <br />0.92 <br />OK <br />3% <br />Fb (p: <br />900 <br />1080 <br />1.200 <br />1.00 <br />1.00 <br />�� <br />���� <br />TL Defl <br />0.00 <br />0.20 <br />OK <br />1% <br />Fv (p� <br />180 <br />180 <br />LL Defl <br /><0.01 <br />0.13 <br />OK <br />1% <br />E(psixn <br />1.6 <br />1.6 <br />N/A <br />1.00 1.00 <br />Rb = 0.00 Le = 0.00 Ft <br />Uniform LL: 58 Uniform TL: 82 = A <br />625 <br />625 <br />Uniform Load A <br />R1 --�179 R� 9 <br />SPAN = 4 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />