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1 <br />: � � <br />Weiss <br />R-02 <br />Selection <br />Conditions <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />BeamChek v20i4 licensed to: Design Lines, Inc. Reg # 2308-64256 <br />Roof Beam @ Front <br />Prepared by: KAD Date: 1 1/03/15 <br />4x 6 DF-L #2 Lu = 0.0 Ft <br />NDS 2012 <br />Min Bearing Area R1= 0.5 inz R2= 0.5 in2 (1.5) DL Defl= 0.04 in <br />Beam Span <br />Beam Wt per ft <br />Bm Wt Included <br />Max Moment <br />TL Max Defl <br />LL Max Defl <br />Section <br />17.65 <br />6.13 <br />OK <br />35% <br />Values Reference Values <br />Ad�usted Values <br />Adiustments CF Size Factor <br />Cd Duration <br />Cr Repetitive <br />Ch Shear Stress <br />Cm Wet Use <br />CI Stability <br />Loads <br />8.0 ft Reaction 1 LL <br />4.68 # Reaction 1 TL <br />37 # Maximum V <br />597'# Max V (Reduced) <br />L/ 240 TL Actual Defl <br />L/ 360 LL Actual Defl <br />200 # Reaction 2 LL <br />299 # Reaction 2 TL <br />299 # <br />264 # <br />L/931 <br />L / >1000 <br />Shear (in2) TL Defl (in) LL Defl <br />19.25 0.10 0.06 <br />2.20 0.40 0.27 <br />OK OK OK <br />11 % 26% 22% <br />Fb (psi) Fv (psi) E(psi x mil <br />900 180 1.6 <br />1170 180 1.6 <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 />Uniform LL: 50 Uniform TL: 70 = A <br />Fc � (psi <br />625 <br />625 <br />Uniform Load A <br />� 0 <br />R1 = 299 R2 = 299 <br />SPAN = 8 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />200 # <br />299 # <br />�3 <br />