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f Y <br />BeamChek v2012 <br />mstr cvrd dk bm Date: 9/12/16 <br />Selection j6x8 HF #2 Lu = OA Ft <br />Condiian NDS 2005 <br />Data <br />Attribute <br />Actual <br />Critical <br />Status <br />Ratio <br />Va_.liues <br />Adjustments <br />Loads <br />min bearing Area Ki= 4.4 in- Kz= 4.4 in- (1.5) UL Uet1= U.Ut in <br />Beam Span <br />5.0 ft <br />Beam Wt per ft <br />10.02 # <br />Reaction 1 TL <br />1775 # Reaction 2 TL 1775 # <br />Bm Wt Included <br />50 # <br />Maximum V <br />1775 # <br />Max Moment <br />2219'# <br />Max V (Reduced) <br />1331 # <br />TL Max Deft <br />L / 240 <br />TL Actual DO <br />L / 853 <br />Section (W) <br />Shear inD <br />TL Defl in <br />51,56 <br />41.25 <br />0,07 <br />46.31 <br />14.26 <br />0.26 <br />OK <br />OK <br />OK <br />90% <br />35% <br />28% <br />t-b (psi) <br />f-v (psi) <br />E (psi x mil) <br />Fc -L (P <br />Reference Values <br />575 <br />140 <br />1.1 <br />405 <br />Adjusted Values <br />575 <br />140 <br />1.1 <br />405 <br />CF Size Factor <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 TL: 700 = A <br />Uniform Load A <br />0 0 <br />R1 = 1775 R2 = 1775 <br />SPAN = 5 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />