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Miller <br />Selection <br />Conditions <br />Data <br />Aftributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adiustments <br />BeamChek v2012 /icensed to: RAD Design Reg # 5234-65792 <br />Cross Beam <br />Date: 5l20/13 <br />5-1/8x 12 GLB 24F-V4 DF/DF Lu = 0.0 Ft <br />NDS 2005 <br />Min Bearing Area R1= 6.2 inz R2= 4.8 inZ (1.5) DL Defl= 0.38 in Recom Camber= 0.56 in <br />Beam Span 15.5 ft Reaction 1 LL 1904 # Reaction 2 LL 1421 # <br />Beam Wt per ft 14.94 # Reaction 1 TL 4001 # Reaction 2 TL 3135 # <br />Bm Wt Included 232 # Maximum V 4001 # <br />Max Moment 14262 '# Max V(Reduced) 3656 # <br />TL Max Defl L/ 240 TL Actual Defl L/ 310 <br />LL Max Defl L/ 360 LL Actual Defl L/ 834 <br />Section (in3) Shear (inz) TL Defl (in) LL Defl <br />123.00 61.50 0.60 0.22 <br />71.31 22.85 0.78 0.52 <br />OK OK OK OK <br />58% 37% 77% 43% <br />Fb (psi) Fv (psi) E(psi x mil) Fc �(psi) <br />Reference Values 2400 240 1.8 650 <br />Ad'usted Values 2400 240 1.8 650 <br />Cv Volume 1.000 <br />Cd Duration 1.00 1.00 <br />Cr Repetitive 1.00 <br />Ch Shear Stress N/A <br />Cm Wet Use 1.00 1.00 <br />CI Stability 1.0000 Rb = 0.00 <br />�ds Uniform LL: 150 <br />Point LL Point TL Distance <br />1000 B = 1790 4.0 <br />1.00 <br />Le = 0.00 Ft <br />Uniform TL: 330 =A <br />1.00 <br />Uniform Load A <br />Pt loads: �B <br />R1 --�4001 � <br />R2 = 3135 <br />SPAN=15.5FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />\5 _.s .�� � � ��.- <br />� �..,� � ,;�,, <br />��� �.. <br />✓`'Y`� r. . . . . <br />��.� ���� :;,��;N::�::� <br />,,�"�",;:�, <br />