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Dagg <br />BeamChek v2017licensed to: rad.design@hotmail.com Reg # 5234-65712 <br />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= 0.16 in Recom Cambe-0.24 in <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adiustments <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 />7640'# <br />Max V (Reduced) <br />1898 # <br />TL Max Defl <br />L / 240 <br />TL Actual Defl <br />L / 369 <br />LL Max Defl <br />L / 360 <br />LL Actual Defl <br />L / 720 <br />Section (ink <br />Shear (in2) <br />TL Defl (in) <br />LL Defl <br />69.19 <br />46.13 <br />0.33 <br />0.17 <br />57.30 <br />14.60 <br />0.50 <br />0.33 <br />OK <br />OK <br />OK <br />OK <br />83% <br />32% <br />65% <br />50% <br />Fb psi <br />Fv(psi) <br />E(psi x mil) <br />Fc! (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 />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 />Loads Uniform LL: 125 Uniform TL: 200 = A <br />Point LL Point TL Distance <br />1250 B = 2000 5.0 <br />Uniform Load A <br />Pt loads: <br />0 0 <br />R1 =2056 R2 = 2056 <br />SPAN =10FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />