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Spolz Kilchen <br />Dining <br />Choice <br />Conditions <br />Atfnbi�tes <br />Actual <br />Crilical <br />Status <br />Ratio <br />Values <br />:. � � <br />Floor Beam <br />Dat�: 1/25/05 BeamChek 2.2 <br />4x 10 DF-L �11 BASE Fb =1000 AUJ Fb =1200 <br />'91 NDS — ---- — <br />Min Bearing Area R1= ;.6 in' R2= 3.8 In' OL Defl 0.07 in <br />Beam Span 8.0 ft Reaclion 1 2371 # Reaclion 1 LL 1260 # <br />Beam WI per (l 7.87 # Reaclion 2 2371 # Reaction 2 LL 1260 # <br />Beam Weight 63 # Maximum V 2371 # <br />Max Momenl 4743'# Max V(Reduced) 1914 # <br />TL Maz Defl L/ 240 TL Actual De0 L/ 691 <br />LL Max Defl L/ 360 LL Actual De(I L!>1000 <br />Section in' Shear in' TL Defl in LL Dell <br />- —�- �--- -� -�-- � -- ----- <br />49.91 32.38 0.14 0.07 <br />47.43 30.23 0.40 0.27 <br />OK OK OK OK <br />95°/a 93% 35% 28% <br />Fb (psi Fv (psl) E(psl x mil) Fcl psi <br />Base Values 1000 95 1.7 625 � <br />Base Adjusted 1200 95 _ 1.7 625_ _ <br />CF Size Factor 1:200 i <br />Cd Duration 1.00 1.00 I <br />Cr Repelilive <br />Ch ShearStress ' <br />� Cm Wel Use _ <br />BeamChek has automalically added the beam selt-weighl into the calculations. <br />Uniform TL� 585 = A Uniform LL: 315 <br />_- - - i <br />j Uni(orm Load A <br />- � _ - ------_-. - - - - _ _ _-_ _.— .:; <br />I — - -- <br />.� � <br />Rt = 2371 R2 = 2371 <br />SPAN = 8 FT <br />Uniform and partial uni(orm loads are Ibs per Iineai ft. <br />�� <br />