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• <br />BeamChekv2Ol7licensedto:rad.design@hotmail.com Reg # 5234-65712 <br />Dagg porch beam <br />Date: 1 /17/19 <br />Selection 3-1/8x 12 GLB 16F-V2 HF/HF Lu = 0.0 Ft <br />Conditions NDS 2015 <br />Min Bearing Area R1= 4.2 in2 R2= 4.2 in (1.5) DL Defl= 0.51 in Recom Camber-- 0.76 in <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adjustments <br />Loads <br />Beam Span <br />16.0 ft <br />Reaction 1 LL <br />960 # Reaction 2 LL 960 # <br />Beam Wt per ft <br />9.11 # <br />Reaction 1 TL <br />2113 # Reaction 2 TL 2113 # <br />Bm Wt Included <br />146 # <br />Maximum V <br />2113 # <br />Max Moment <br />8452 '# <br />Max V (Reduced) <br />1849 # <br />TL Max Defl <br />L / 240 <br />TL Actual Defl <br />L / 244 <br />LL Max Defl <br />L / 360 <br />LL Actual Defl <br />L / 685 <br />Section (W) <br />Shear (inz) <br />TL Defl (in) <br />LL Defl <br />75.00 <br />37.50 <br />0.79 <br />0.28 <br />63.39 <br />14.22 <br />0.80 <br />0.53 <br />OK <br />OK <br />OK <br />OK <br />85% <br />38% <br />98% <br />53% <br />Fb (psi) <br />Fv (psi) <br />E (psi x mil) <br />Fc i <br />Reference Values <br />1600 <br />195 <br />1.4 <br />500, <br />Adjusted Values <br />1600 <br />195 <br />1.4 <br />500 <br />Cv Volume <br />1.000 <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: 120 Uniform TL: 255 = A <br />Uniform Load A <br />0 <br />R1 =2113 R2=2113 <br />SPAN =16FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />4h2 <br />