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PLAN 2203 <br /> BeamChek v20771icensed to: Michael Johnson Reg# 7992-66428 <br /> PLAN 2203 PORCH <br /> B-8 Oate:2/26/14 <br /> Selection bx 12 �F-L ft2 W= OA Ft <br /> � —__ —_ — . _ —__— <br /> Conditions NDS 20�5 <br /> - Min BearingArea R1=23 in' R2=2.3 in' (t5) OL Oefl= 0.03 in <br /> Data Beam Span 8.0 ft Reaction 1 LL 878# Reaction 2 LL 878# <br /> Beam Wt per ft 9.57# Reaction 1 TL 1424# Reaction 2 TL 1424# <br /> Bm Wt Included 77 # Maximum V 1424# <br /> MaxMoment 3699'# MaxV(Reduced) 1190# <br /> TLMax0e9 U240 TLActual0efi L/>1�00 <br /> LLMax0e9 L/360 LLActual0e9 U>1000 <br /> Attdbutes Section (irP) Shear�� TLOe9�)_ LL�efl <br /> Actual 73.83 39.38 0.07 0.04 <br /> Critical 44.83 9.92 0.40 027 <br /> Status OK OK OK OK <br /> Ratio 61% 25% 17% 13% <br /> Fb si Fv si E si x mil Fc I si <br /> Ualues ReferenceValues 900 180 1.6 625 <br /> Ad'usted Values 990 180 1.6 625 <br /> Adiustments CF Size Factor 1.1�0 <br /> Cd Ouration 1.�0 1.00 <br /> � Cr Repetitive 1.00 <br /> ICh ShearStress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> ICIStability 1.0000 Rh=�D� Le= 0.00Ft <br /> Loads Uniform LL: 160 Uniform TL: 240 =A <br /> � Point LL Point TL Oistance _ _ <br /> 475 B =851 4.0 <br /> Uniform Load A � <br /> Pt loads I ❑B � <br /> 0 0 <br /> R1 =1424 R2= 1424 <br /> SPAN = 8 FT <br /> Uniform and partial uniform loatls are Ibs per lineal ft. <br />