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f ; <br />BeamChek v2012 <br />VRD M.BED FRNCH DR HDR <br />Date: 9108/16 <br />Selection 5-118x 10-1/2 GLB 16F-V2 HFIHF Lu = 0.0 Ft <br />Conditions NDS 2005 <br />Data <br />Attribute <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adjustments <br />Loads <br />Min t3eanng Area V41= 0.2 iM x1= o.:4 in� (7.0) UL Uesi= u.ob in Kecom c;amoer— u.tm in <br />Beam Span <br />13.0 ft <br />Beam Wt per ft <br />13.08 # <br />Reaction 1 TL <br />2620 # Reaction 2 TL 2620 # <br />Bm Wt Included <br />170 # <br />Maximum V <br />2620 # <br />Max Moment <br />8515 `# <br />Max V (Reduced) <br />2267 # <br />TL Max Deft <br />L / 240 <br />TLActual DO <br />L / 278 <br />Section in <br />Shear ink <br />TL Defl (in) <br />94.17 <br />53.81 <br />0.56 <br />63.86 <br />17.44 <br />0.65 <br />OK <br />OK <br />OK <br />68% <br />32% <br />86% <br />t o (psi) <br />i-v (psi) <br />t (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 />CI Stability <br />1.0000 <br />Rb = 0.00 <br />Le = 0.00 Ft <br />Uniform TL: 390 = A <br />Uniform Load A <br />/ Z <br />R1 = 2620 R2 = 2620 <br />SPAN =13 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />