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PLAN 17gj <br /> HALL <br /> B-5 <br /> Sala to `4x 6 DF-L#2 Lu=0.0 Ft <br /> gpditions NDS 2005 <br /> Min Bearing Area R1=2.1 In' R2=2.1 In' (1.5)DL Den= 0.02 In <br /> 22LO Beam Span 4.0 ft Reaction 1 LL 10609 Reaction 2 LL 1060# <br /> Beam WE perft 4,680 Reaction 1 TL 1335# Reaction 2 TL 13354 <br /> Bm Wi Included 19# Maximum V 1335# <br /> Max Moment 1335 W Max V(Reduced) 1029# <br /> TL Max Dell L 12d0 TL Actual Deft L/880. <br /> LL Max Defl L/360 LLAcluatDen L/>1000 <br /> A1lributes Section(in') Shear M TL DO{in) LL Deb <br /> Actual 17.65 19.25 0.05 0.04 <br /> Critical 13.70 8.68 0.20 0.13 <br /> Status OK OK OK OK <br /> Ratio 7B% 450A 27% 29% <br /> _ Fh(psi) Fv(psI E(psl x mill FC ai <br /> Values Reference Values 900 180 1.6 625 <br /> A usted Values 1170 180 1.6 625 <br /> A._d v.sfinenrs CF Size Factor 1.300 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetltive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads uniform LL 530 Urdformn TL:663 =A <br /> Uniform Load A <br /> d <br /> R1=1335 R2=1335 <br /> SPAN=4 FT <br /> Uniform and partial uniform loads are lbs per lineal tL <br />