Laserfiche WebLink
� � �`1U5 -C�U� <br /> _ BeamChek v20051icensed�o:RAD Design Reg q 5234-65712 <br /> Mitler Floor Beam <br /> Date:9/19/08 <br /> I i n Bx 10 DF-L A2 Lu=D.0 Ft <br /> Condifions NDS 2001 <br /> Min Bearing Area R7=2.9 i�' R2=2.9 in' DL Defl 0.72 in <br /> dafa Beam Span 11.5 fl Reaction 1 LL 920# Readfon 2 LL 920 p <br /> Beam Wt per fl 12.7 i7 Reaction 1 TL 1827 p Reaction 2 TL 1827 q <br /> Bm Wl Included 146 t! Maximum V 1827 p <br /> Maz Moment 5252'# Max V(Reduced) 1575 p <br /> TL Max Defl L I 240 TL Actual Defl L/565 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Afln6ufes Section in' Shear in' 'L Defl in LL DeB <br /> Aclual 82.73 52.25 0.24 0.12 <br /> Critical 72.03 13.90 O.SB 0.38 <br /> Stalus OK OK OK OK <br /> Ratio 87°h 27% 42% 32% <br /> Fb si Fv si E si x mil Fc I si <br /> Values Base Values B75 770 1.3 625 <br /> Base Ad'usted 875 170 1.3 625 <br /> As/jusfinents CF Size Factor 1.000 <br /> Cd Duration 7.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Slress NIA <br /> Cm Wet Use 1.00 1.00 7.00 1.00 <br /> CI S�abllity 7.0000 Rb=0.00 Le=0.00 FI Kbe=0.0 <br /> Loads Unilortn LL: 160 Unifortn TL: 305 =A <br /> � Uniform Load A � <br /> R1 --�1027 �27 <br /> SPAN= 11.5 FT <br /> Uniform and partial unifortn loads are Ibs per lineal fl. <br /> ��3 <br />