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PLAN IIN <br /> FOYERI COVERED ENTRY <br /> 84 _ <br /> Se! cf (2)2x 12 DF•L 92 � - Lu=2.5 Ft Lu @OH=0,0'Ft1 <br /> Candif1 1 NDS 2005,Overhang <br /> Min BcaringAfea R1=0.81n= R2=5.01n2 (1.5)0L0efl= -0.01 in, <br /> ata Beam Span 7.6 ft Reaction 1 LL 3711t Reaction 2 LL 23999 <br /> Beam Wf par it 8,2# Reaction 1 TL 6220 Reaction 2 TL 3780# <br /> Bm Wt Included 82# Maximum V 2135# Overhang Length 2.5 ft <br /> Max Moment 2057 W Max V(Reduced) 1517# Total Beam Length 10.0 It <br /> TL Max deb L 1240 TL Actual Deft L I>1000 OH TL Actual Dell L I<-1000 <br /> LL Max Dall LI360 LL Actual Defl LI>1000 OHLLActualDeff LI<-1000 <br /> A_ff4hulen Sectlon ins) Shear(i°�_ TL Deft(ice LLDeft OH TL Deli OH LL Dell <br /> Actual 63,28 33.75 0.03 0.02 -0.03 -0.02 <br /> Critical 27.58 12,85 0.38 0.25 0.25 0.17 <br /> Status OK OK OK OK OK OK <br /> Ratio 4476 37% 7% 6% 11% 10% <br /> Fb pSq Fv(Psi) E(psi x mli)_ Fc!(V!A <br /> VaN94 Reference Values 900 180 1.6 525 <br /> Adjusted Values 895 180 1.6 625 <br /> Adlusfnwfs CF Size Factor 1.000 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1100 <br /> Ch Shear Stress NIA <br /> Cm Wet Use 1.00 _1.00 1.00 1,00 _ <br /> Cl Stability 0.9946 Rb=0.70 Le=5.15 Ft <br /> Cl Stability aQ OH 1.0000 Rb-0.00 Le=0.00 Ft <br /> Par Unlf LL Par Unl4 TL Start End <br /> 70 H=80 0 4.0 <br /> 415 i=650 4,0 7.5 <br /> 415 K=650 (OH) 0 2.5 <br /> H <br /> R1=522 R2=3780 <br /> BACKSPAN=7.5 Fr OH=2.6 FT <br /> Uniform and partial uniferm leads are Ibs per lineal ft. Overhanging load jistsnces_are from 112, <br />