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0 <br />BeamChek v2017licensed to: rad.design@hotmail.com Reg # 5234-65712 <br />Dagg Back Porch Beam <br />Date: 1 /16/19 <br />Selection 5-1/8x 9 GLB 16F-V2 HF/HF Lu = 0.0 Ft <br />Conditions NDS 2015 <br />Min Bearing Area R1= 4.1 in R2= 4.1 in (1.5) DL Defl= 0.12 in Recom Camber-- 0.19 in <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adiustments <br />Loads <br />Beam Span <br />10.0 ft <br />Reaction 1 LL <br />1250 # Reaction 2 LL 1250 # <br />Beam Wt per ft <br />11.21 # <br />Reaction 1 TL <br />2056 # Reaction 2 TL 2056 # <br />Bm Wt Included <br />112 # <br />Maximum V <br />2056 # <br />Max Moment <br />5140'# <br />Max V (Reduced) <br />1748 # <br />TL Max Defl <br />L / 240 <br />TL Actual Defl <br />L / 473 <br />LL Max Defl <br />L / 360 <br />LL Actual Defl <br />L / 931 <br />Section (ink <br />Shear (in2) <br />TL Defl (in) <br />LL Defl <br />69.19 <br />46.13 <br />0.25 <br />0.13 <br />38.55 <br />13.44 <br />0.50 <br />0.33 <br />OK <br />OK <br />OK <br />OK <br />56% <br />29% <br />51 % <br />39% <br />Fb (psi) <br />Fv (psi) <br />E(psi x mil) <br />Fc i (psi) <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 />Cir 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 />Uniform LL: 250 Uniform TL: 400 =A <br />Uniform Load A <br />Z 0 <br />R1 = 2056 R2 = 2056 <br />SPAN = 10 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />