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PLAN 17q) <br /> HALL <br /> Solu to 14x 6 DF-L 92 - Lu=0.0 Ft <br /> C�pditio s NDS 2005 <br /> M_In Bearing Area R1a 2.1 In' R2=2.1 in' (1.5)OL Defl= 0,02 In <br /> D a Beam Span 4.0 It Reaction 1 LL 1080# Reacton 2 LL 1060# <br /> Beam%N1 per ft 4.68# Reaction 1 TL 1335# Reaction 2 TL 1335# <br /> Bm Wt Included 19# Maximum V 1335# <br /> Max Moment 11335W Max V(Reduced) 1029# <br /> TL Max Deft L 1240 TL Actual Deli L/88b. <br /> LL Max Def€ L/300 LLActuolDeft Li:-1000 <br /> gt1 pg Section(in') Shear ink TL Dall(in) LL Dofl _ <br /> Actual 17.65 10.25 0,R 0.04 <br /> Cr@ical 13.70 8.68 0,20 0.13 <br /> status OK OK OK OK <br /> Ratio 76% 45°/1 279/0 20% <br /> Fh si} Fv{tssfq�E Spss x m1t Fc (Ds)t <br /> valuer Reference Values 000 180 1.6 625 <br /> Adjusted Values 1170 180 1.0 625 <br /> �Id _ tmegls CF Size Factor 1.300 <br /> Cd DurafiOn 1.00 1.00 <br /> Cr Repetltive 1,00 <br /> Ch ShearStress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 _ <br /> CI Stabi€ity i,0000 Rb 0.00 Le=0.00 Ft <br /> Loads Uniform LL:530 UNrorm TL:603 =A <br /> Unlform Load A <br /> R1=1335 R2-1335 <br /> SPAN-4 FT <br /> Unlrorm and partla]uniform loads are lbs per lineal IL <br />