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0 <br />BeamChek v2012 <br />VRD -- GARAGE DR HDR 7 <br />Date: 9/08/16 <br />Selection 3-1/8x 13-1/2 GLB 24F-V4 DF/DF Lu = 0.0 Ft <br />Conditions NDS 2005 <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adjustments <br />Loads <br />Min Bearing Area K1='3.0 in` KL= W,U In` (1.0) UL Uetl= u.o-d in mecom %,amoer= u.00 in <br />Beam Span <br />12.0 ft <br />Beam Wt per ft <br />10.25 # <br />Reaction 1 TL <br />5822 # Reaction 2 TL 5822 # <br />Bm Wt Included <br />123 # <br />Maximum V <br />5822 # <br />Max Moment <br />17465'# <br />Max V (Reduced) <br />4730 # <br />TL Max Defl <br />L / 240 <br />TL Actual Defl <br />L / 245 <br />Section W <br />Shear W <br />TL Defl in <br />94.92 <br />42.19 <br />0.59 <br />87.32 <br />29.56 <br />0.60 <br />OK <br />OK <br />OK <br />92% <br />70% <br />98% <br />Fb(psi) <br />Fv si <br />E(psi x mil <br />Fc i(Psi) <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 TL: 960 = A <br />Uniform Load A <br />0 <br />R1 = 5822 R2 = 5822 <br />SPAN =12FT <br />Uniform and partial uniform loads are ibs per lineal ft. <br />