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BeamChek v20051icensed lo:RAD Design Reg p 5234�65712 <br /> Miller Floor Beam 2 <br /> Date:9I19I08 <br /> Selecfion 4x 70 DF•L q2 Lu=0.0 Ft <br /> nditi n NDS 2001 <br /> Min Bearing Area R1=2.1 in' R2=2.1 in' DL Defl 0.07 in <br /> P� Beam Span 11.5 fl Reaction 7 LL 920 fl Reaction 2 LL 920# <br /> Beam Wt per fl 7.87 JI Reaction t TL 1310 q Readion 2 TL 1310# <br /> Bm WI Included 90 tl Mazimum V 1310 N <br /> Max Moment 3767'p Max V(Reduced) 1135 M <br /> TL Nax Dell L!240 TL Actual Defl L/569 <br /> LL Max Defl L/360 Ll Actual De0 L/811 <br /> At ri u s Section in' Shear in' TL DeB in LL Defl <br /> Aclual 49.97 32.38 0.24 0.17 <br /> Critical 41.85 9.45 0.58 0.38 <br /> Status OK OK OK OK <br /> RaliO 84% 29% 42°/a 44% <br /> Fb si Fv si E si x mil Fc� si <br /> Valu Base Values 900 180 1.6 625 <br /> BaseAd'usted 1080 7B0 t.6 625 <br /> Adiusfmm�ts CF Size Factor 1.200 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetilive 1.00 <br /> Ch Shoar Stress NIA <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> CI Stabiliry 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 <br /> Loads Unifortn LL: 160 Unifortn TL: 220 =A <br /> r— Uni(orm Load A —� <br /> � Q <br /> R1 = 1310 R2= 1310 <br /> SPAN= 11.5 rT <br /> Unifortn and parlial uni(omi loads are Ibs per lineal fl. <br /> � <br />