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• i <br />BeamChek v2019 licensed to: Lincoln Block Inc. Reg # 5508-68680 <br />S;Ntt+bV PATIO BEAMS W/ OH <br />R-02 Prepared by: TJP Date: 2/05/20 <br />Selection 4x 6 DF-L #1 Lu = 0.0 Ft Lu @OH = 1.0 Ft <br />Conditions NDS 2018, Overhang <br />Min Bearina Area R1= 1.7 in2 R2= 2.4 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 />Beam Span <br />6.5 ft <br />Reaction 1 LL <br />635 # <br />Reaction 2 LL <br />865 # <br />Beam Wt per ft <br />4.68 # <br />Reaction 1 TL <br />1081 # <br />Reaction 2 TL <br />1474 # <br />Bm Wt Included <br />35 # <br />Maximum V <br />1133 # <br />Overhang Length <br />1.0 ft <br />Max Moment <br />1715 '# <br />Max V (Reduced) <br />977 # <br />Total Beam Length <br />7.5 ft <br />TL Max Defl <br />L / 240 <br />TL Actual Defl <br />L / 414 <br />OH TL Actual DefI <br />L / 251 <br />LL Max Defl <br />L / 360 <br />LL Actual Defl <br />L / 852 <br />OH LL Actual Defl <br />L / 516 <br />Section in3) <br />Shear in2 <br />TL Defl in <br />LL Defl <br />OH TL Detl <br />UH LL Den <br />17.65 <br />19.25 <br />0.19 <br />0.09 <br />-0.10 <br />-0.05 <br />15.84 <br />8.14 <br />0.33 <br />0.22 <br />0.10 <br />0.07 <br />OK <br />OK <br />OK <br />OK <br />OK <br />OK <br />90% <br />42% <br />58% <br />42% <br />96% <br />70% <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 />1299 <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 />CI Stability <br />1.0000 <br />Rb = 0.00 <br />Le = 0.00 Ft <br />Cl Stability @ OH <br />0.9994 <br />Rb = 2.68 <br />Le = 1.33 Ft <br />Uniform LL: 200 Uniform TL: 336 = A (Uniform La on tiacK <br />Par Unif LL Par Unif TL Start End <br />200 L = 336 (OH) <br />Uniform Load A <br />L <br />0 1.0 <br />R1 = 1081 R2 = 1474 <br />BACKSPAN = 6.5 FT OH = 1 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. Overhanging load distances are from R2. <br />