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PLAN 1711-( <br /> FOYER <br /> B-2 <br /> So1ec(igr� (zy 2x 92 nI-L#z -- Lu=0.0 Ft <br /> Qpnddlyns NDS 2005 <br /> Mtn Bearing Area R13 3,3 in' R2=2.7 In' (1.5)DL Dell= 0.031n _ <br /> Beam Span 8.0 It Reaction 1 LL 1280# Reaction 2 LL 12804 <br /> Beam Wt per ft 8.2# Reaction 1 TL 2090# Reaction 2 TL tags# <br /> Bm Wt Included 66# Maximum V 2090# <br /> Max Moment .3632 W Max V(Reduced) 1707# <br /> TL Max Deft L 1240 TL Actuat Dell L i>1000 <br /> LL Max Deft 1-1360 LLAetual Deft L I>1000 <br /> AtIdbuto Section(fn') Shear(in� TL DeH_Sin) LL Des <br /> Actual 63.28 33.75 Mee 0.05 <br /> rdt1ral 47.09 14.22 0.40 0.27 <br /> Sialus OK OK OK OK <br /> Ratio 74% 42% 21% 19% <br /> _ Fb p.s� Fv(psi E(Rsi x mil) ITC.L(osl <br /> VeluOs Reference Values 900 160 1.6 625 <br /> Adjusted Values 900 180 1.6 625 <br /> /Idi+ra_Imonts CF Size Factor 1.000 <br /> Cd Duration 1.Do 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress NIA <br /> Cm Wet Use 1100 1.00 1.00 1.00 <br /> Cl Stability 1.0000 Rb=0,00 Le=0.00 F► <br /> Loods Uniform LL:320 Uniform TL:400 =A <br /> Paint TL Distance <br /> B=522 1,0 <br /> Uniform Load A <br /> Pt foads., L—Al- - <br /> R1=2090 R2�-1698 <br /> SPAN=8 FT <br /> Uniform and partial uniform loads are Ibs per tlneal ft. <br />