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BeamChek v2017licensed to: rad.design@hotmail.com Reg # 5234-65712 <br />Dag Basement floor bm <br />Date: 1 /16/19 <br />Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu = 0.0 Ft <br />Conditions NDS 2015 <br />Min Bearing Area R1= 6.3 in2 R2= 6.3 in2 (1.5) DL Defl= 0.18 in Recom Camber= 0.28 in <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adjustments <br />Loads <br />Beam Span <br />14.5 ft <br />Reaction 1 LL <br />2900 # Reaction 2 LL 2900 # <br />Beam Wt per ft <br />14.94 # <br />Reaction 1 TL <br />4096 # Reaction 2 TL 4096 # <br />Bm Wt Included <br />217 # <br />Maximum V <br />4096 # <br />Max Moment <br />14847'# <br />Max V (Reduced) <br />3531 # <br />TL Max Defl <br />L / 240 <br />TL Actual Defl <br />L / 360 <br />LL Max Defl <br />L / 360 <br />LL Actual Defl <br />L / 582 <br />Section (W) <br />Shear (in2) <br />TL Defl (in) <br />LL DO <br />123.00 <br />61.50 <br />0.48 <br />0.30 <br />74.24 <br />22.07 <br />0.73 <br />0.48 <br />OK <br />OK <br />OK <br />OK <br />60% <br />36% <br />67% <br />62% <br />Fb (psi) <br />Fv (psi) <br />E (psi x mil) <br />I-c i <br />Reference Values <br />2400 <br />240 <br />1.8 <br />650 <br />Adjusted Values <br />2400 <br />240 <br />1.8 <br />650 <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: 400 Uniform TL: 550 = A <br />Uniform Load A <br />0 0 <br />R1 = 4096 R2 = 4096 <br />SPAN = 14.5 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />