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0 i <br />BeamChek v2019 licensed to: Lincoln Block Inc. Reg # 5508-68680 <br />PATIO BEAMS NO OH <br />R-03 Prepared by: TJP Date: 2/05/20 <br />Selection 4x 6 DF-L #1 Lu = 0.0 Ft <br />Conditions NDS 2018 <br />Min Bearing Area R1= 1.8 in2 R2= 1.8 in2 (1.5) DL Defl= 0.10 in <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adjustments <br />Loads <br />Beam Span <br />6.5 ft <br />Reaction 1 LL <br />650 # Reaction 2 LL 650 # <br />Beam Wt per ft <br />4.68 # <br />Reaction 1 TL <br />1107 # Reaction 2 TL 1107 # <br />Bm Wt Included <br />30 # <br />Maximum V <br />1107 # <br />Max Moment <br />1799'# <br />Max V (Reduced) <br />951 # <br />TL Max DefI <br />L / 240 <br />TL Actual Defl <br />L / 390 <br />LL Max Defl <br />L / 360 <br />LL Actual Defl <br />L / 802 <br />Section W <br />Shear in2 <br />TL Defl (in) <br />LL Defl <br />17.65 <br />19.25 <br />0.20 <br />0.10 <br />16.61 <br />7.93 <br />0.33 <br />0.22 <br />OK <br />OK <br />OK <br />OK <br />94% <br />41 % <br />61 % <br />45% <br />Fb (psi) <br />Fv (psi) <br />E (psi x mil) <br />Fc! <br />Reference Values <br />1000 <br />180 <br />1.7 <br />625 <br />Adjusted Values <br />1300 <br />180 <br />1.7 <br />625 <br />CF Size Factor <br />1.300 <br />Cd Duration <br />1.00 <br />1.00 <br />Cr Repetitive <br />1.00 <br />Ch Shear Stress <br />N/A <br />Cm Wet Use <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Cl Stability <br />1.0000 <br />Rb = 0.00 <br />Le = 0.00 Ft <br />Uniform LL: 200 Uniform TL: 336 = A <br />Uniform Load A <br />0 <br />R1 = 1107 R2 = 1107 <br />SPAN = 6.5 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />C7, <br />