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Miller <br />BeamChek v2012 licensed to: RAD Design Reg # 5234-65792 <br />Cross Beam <br />Date: 5/20/13 <br />Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu = 0.0 Ft <br />Conditions NDS 2005 <br />Min Bearing Area R1= 3.0 in2 R2= 3.0 inz (1.5) DL Defl= 0.32 in Recom Camber= 0.48 in <br />Data Beam Span 11.5 ft Reaction 1 LL 863 # Reaction 2 LL <br />863 # <br />Beam Wt per ft 6.83 # Reaction 1 TL 1937 # Reaction 2 TL 1937 # <br />Bm Wt Included 79 # Maximum V 1937 # <br />Max Moment 5568 '# Max V(Reduced) 1684 # <br />TL Max Defl L/ 240 TLActual Defl L/ 279 <br />LL Max Defl L/ 360 LL Actual Defl L/ 800 <br />Attributes Section (in3) Shear (in2) TL Defl (in) LL Defl <br />Actual 42.19 28.13 0.49 0.17 <br />Critical 27.84 10.53 0,58 0.38 <br />Status OK OK OK OK <br />Ratio 66% 37% gg�/ o <br />Values <br />Adiustments <br />Loads <br />Reference Values <br />Adjusted Values <br />Cv Volume <br />Cd Duration <br />Cr Repetitive <br />Ch Shear Stress <br />Cm Wet Use <br />CI Stability <br />0 45 /o. <br />Fb (psi) Fv (psi) E(psi x mii) Fc �(psi) <br />2400 240 1.8 650 <br />2400 240 1.8 650 <br />1.000 <br />1.00 1.00 <br />1.00 <br />N/A <br />1.00 1.00 1.00 1 <br />1.0000 Rb = 0.00 Le = 0.00 Ft <br />Uniform LL: 150 Uniform TL: 330 = A <br />Uniform Load A <br />R1�37 � <br />R2 = 1937 <br />SPAN=11.5FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />� ,�-'�r��:�= =. <br />. tA,� �g: � ���, >'�`"�? �1 <br />�":.. <br />