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Miller <br />BeamChek v2092 licensed to: RAD Design Reg # 5234-65712 <br />Cross Beam <br />Date: 5/20/13 <br />Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu = 0.0 Ft <br />Conditions NDS 2005 <br />Min Bearing Area R1= 2.8 in2 R2= 2.8 inz (1.5) DL Defl= 0.47 in Recom Camber= 0.71 in <br />Data Beam Span 20.0 ft Reaction 1 LL 1000 # Reaction 2 LL 1000 # <br />Beam Wt per ft 14.94 # Reaction 1 TL 1790 # Reaction 2 TL 1790 # <br />Bm Wt Included 299 # Maximum V 1790 # <br />Max Moment 17157 '# Max V(Reduced) 1776 # <br />TL Max Defl L/ 240 TL Actual Defl L/ 266 <br />LL Max Defl L/ 360 LLActual Defl L/ 559 <br />Attributes Section (in3) Shear (inZ) TL Defl (in) LL Defl <br />Actual 123.00 61.50 0.90 0.43 <br />Critical 85.79 11.10 1.00 0.67 <br />Status OK OK OK OK <br />Ratio 70°/o 18% 90°/ 64°/ <br />Values <br />Adiustments <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 />Point LL Point TL <br />2000 B = 3282 <br />0 0 <br />Fb (psi) Fv (psi) E(psi x mil) Fc I(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 />1.00 <br />1.0000 <br />Distance <br />10.0 <br />N/A <br />1.00 1.00 1 00 <br />Rb=0.00 Le=0.00Ft <br />Pt loads: ❑B <br />R1 --�1790 � <br />R2 = 1790 <br />SPAN = 20 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />� <br />�- .—� �. ,:.-� .�"' u , . . � ,�-. A ��. � ��j <br />