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� <br />Weiss <br />R-01 <br />Selection <br />Conditions <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />C� <br />C� <br />BeamChek v2014 licensed to: Design Lrnes, Inc. Reg # 2308-64256 <br />Roof Beam @ Sides <br />Prepared by: KAD Date: 11/03/15 <br />�x 6 DF-L #2 Lu = 0.0 Ft <br />NDS 2012 <br />Min Bearing Area R1= 0.9 inz R2= 0.9 inz (1.5) DL Defl= 0.03 in <br />Beam Span <br />Beam Wt per ft <br />Bm Wt Included <br />Max Moment <br />TI_ Max Defl <br />LI_ Max Defl <br />Section <br />17.65 <br />8.29 <br />OK <br />47% <br />Values Reference Values <br />Adjusted Values <br />Adjustments CF Size Factor <br />Cd Duration <br />C�r Repetitive <br />C:� Shear Stress <br />Crn Wet Use <br />CI Stability <br />Loads <br />6.0 ft Reaction 1 LL <br />4.68 # Reaction 1 TL <br />28 # Maximum V <br />809'# Max V (Reduced) <br />L/ 240 TL Actual Defl <br />L/ 360 LL Actual Defl <br />375 # Reaction 2 LL <br />539 # Reaction 2 TL <br />539 # <br />457 # <br />L/928 <br />L / >1000 <br />Shear (inz) TL Defl (in) LL Defl <br />19.25 0.08 0.05 <br />3.81 0.30 0.20 <br />OK OK OK <br />20% 26% 23% <br />Fb (psi) Fv (psi) E(psi x rr <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: 125 Uniform TL: 175 = A <br />Fc � <br />625 <br />625 <br />� Uniform Load A <br />C <br />�. o <br />R1 = 539 R2 = 539 <br />SPAN = 6 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />375 # <br />539 # <br />