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PLAID 17Ny <br /> FOYER/COVERED ENTRY <br /> 8-4 <br /> selection (2)2x112 DF4-#2 Lu=2.5 F! Lu <br /> Conditions NOS 2005,Overhang <br /> Mtn Bearing Area RI=0.8 in= R2=6.0 inz (1.5)OL Dell= -0.01.h <br /> ata Seam Span 7.5 ft Reaction 1 LL 371# Reaction 2 LL 2399## <br /> seem"per ft 8.2# Reaction 1 7L 622# Reaction 2 TL 3780# <br /> tam VA Included 82# Maximum V 2135# Overhang Length 2.6 ft <br /> Max Moment 2057% Max V(Reduced) 1517# Total Beam Length 10.0 It <br /> TL Max Deft L/240 TL Actual Dell L/>1000 OH TL Actual Deft L/c-1000 <br /> LL Max Dell L/360 LL Actual Deft L/>1000 OH LLActual Dell 1-1 -1000 <br /> Aff4bures Section in' Shear(in TL fled(in LL Dell OH TL Deft OH LL Dell <br /> Actual 63.28 33.75 0.03 0.02 -0.03 -0.02 <br /> Critical 27.56 12.65 0.38 0.25 0.25 0.17 <br /> Status OK OK OK OK OK OK <br /> Ratio 44% 37% 7% 6% 11% 10% <br /> Fb O Fv s€i E(psi x mil) Fc I( sI <br /> Va u s Reference Values 900 180 1.6 626 <br /> Adjusted Values 895 180 1.6 625 <br /> Adiuslmm) CF Size Factor 1.000 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress WA <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> Cl Stability 0.9946 Rb=B.79 Le=5.15 Ft <br /> Cl Stability @ OH 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads <br /> Par UnifLL Par UnifTL Start End <br /> 70 - H=80 0 4.0 <br /> 415 1=65D 4.0 7.5 <br /> 415 K=650 (OH) 0 2.5 <br /> t <br /> H K <br /> Q <br /> R1=522 R2=3780 <br /> BACKSPAN=7.5 FT OH=2.5 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft, Overhanging load qistences.are from R2.. <br />