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Miller <br />Selection <br />Conditions <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adiustments <br />L <br />BeamChek v2092 /icensed to: RAD Design Reg # 5234-65792 <br />Cross Beam <br />Date: 5/20/13 <br />4x 10 DF-L #2 Lu — 0 0 Ft <br />NDS 2005 <br />Min Bearing Area R1= 6.2 in2 R2= 3.0 in2 (1.5) DL Defl= 0.02 in <br />Beam Span 4.0 ft Reaction 1 LL 1978 # Reaction 2 LL <br />Beam Wt per ft 7.87 # Reaction 1 TL 3896 # Reaction 2 TL <br />Bm Wt Included 31 # Maximum V 3896 # <br />Max Moment 3676'# Max V(Reduced) 3551 # <br />TL Max Defl L/240 TL Actual Defl L/>1000 <br />LL Max Defl L/ 360 LL Actual Defl L/>1000 <br />Section (in3) Shear (in2) TL Defl (in) LL Defl <br />49.91 32.38 0.03 0.01 <br />40.85 29.59 0.20 0.13 <br />OK OK OK OK <br />82% 91 % 16% 10°/a <br />Fb (psi) Fv (psi) E(psi x mil) Fc I(psi) <br />Reference Values 900 180 1.6 625 <br />Adjusted Values 1080 180 1 6 625 <br />CF Size Factor 1.200 <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 1.00 <br />CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft <br />3ds Uniform LL: 275 Uniform TL: 440 = A <br />Point LL Point TL Distance <br />1904 B = 4001 1.0 <br />Uniform Load A <br />Pt loads: ❑B <br />R 1 --�3896 � <br />R2 = 1896 <br />SPAN = 4 FT <br />Uniforrn and partial uniform loads are Ibs per lineal ft. <br />1.00 <br />1026 # <br />1896 # <br />I 1... .._. ..-_ ,.- �� .�^-�}^t <br />