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1 <br /> __ BenmChek_v2006licensed fo:Archilectural Design qssociates PS Reg#5234-65425 <br /> 4027 Friday Ave. lower floor beam <br /> Bm#5 Date: 1l07/10 <br /> Selection 6x 8 HF#1 Lu=0.0 Ft <br /> Conditions NDS 2001 <br /> Min Bearing Area R1=4.2 in� R2=4.2 in' <br /> Data Beam Span B.p ft <br /> Beam Wt p?r fl 10.02# Reaction 1 TL 1720 i! Reaction 2 TL 1720# <br /> Bm Wt Included 80# Maximum V 1720# <br /> � Max Moment 3440'# Max V(Reduced) 1451 # i <br /> TL Max Defl L/240 TL Actual Defl L/610 � <br /> Attn u es Section(in') Shear(in� TL Defl(in) II <br /> Actual ' 51.56 41.25 0.16 — <br /> Critical 42.34 15.55 0.40 <br /> Status OK OK OK <br /> Ratio i 82% 38% 39°/a � <br /> Fb(psi) _ Fv si) E(psi x mil) Fc�(psi) <br /> Values Base Values 975 140 1.3 405 i <br /> Base Ad'usled 975 740 1_3 a05 ' <br /> Adiustments , CF Size Factor 1.000 — <br /> Cd Duration 1.00 1.00 <br /> I Cr Repetitive 1.00 <br /> � Ch Shear Siress N/A <br /> Cm Wel Use 1.00 1 OD 1 00 1.00 i <br /> � CI Stebility 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 � <br /> Loads Uniform TL: 42n = A <br /> I Uniform Load A � <br /> R1=720 ---- Rp!�20 <br /> SPAN=8 FT <br /> Unitorm and partial uni(onn loads are!bs per lineal ft. <br /> �I� ) / <br /> C / . <br />