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PLAN 2203 <br /> BeamChek v20111icensed to:Michael Johnson Reg#�9 9 2-6 64 2 8 <br /> PLAN 2203 FOYER <br /> . B-6 �ate'. 2/26/�4 <br /> Selection (4)2x 72 DFL#2 W =0.0 Ft <br /> Conditions NDS 2005 <br /> M7nBear7ngArea R�=321n° R2=6.67n° (t� �L�efl= O.�� in <br /> Data Beam Span 10.0 ft Reaction � LL 753# Reaction 2 LL �652# <br /> Beam Wt per ft �6 4# Reaction � TL �973# Reaction 2 TL 4107# <br /> BmWtlncluded �64# MaximumV 4107# <br /> MaxMoment 7656'# MaxV(Reduced) 38�0# <br /> TLMax �efl U240 TLActual �efl L/748 <br /> LLMax�efl U360 LLActual �efl U»000 <br /> Attributes Sectlon (in'Z Shear Qn') TL�efl (in) LL�efl _ <br /> Actual 126.56 67.50 0.16 0.05 <br /> Critical 102D8 3175 0.50 0.33 <br /> Status OK OK OK OK <br /> Ratio 8�% 47% 32% �4% <br /> Fb si Fv si E si x mil Fc I si <br /> Values Reference Values 900 180 �6 625 <br /> Ad-usted Values 900 180 �6 625 <br /> Adiustments CF Size Factor 1.000 <br /> Cd �uratlon t00 t00 <br /> CrRepet7tive �DO <br /> Ch Shear Sfress N/A <br /> Cm Wet Use 1.00 1.00 1.00 �.00 <br /> G Stability �.0000 Rb= 0.00 Le =0.00 Ft <br /> Loads <br /> �_ Point LL PointTL �istance Par Unif LL Par UnifTL _Statl End _ _J <br /> ��25 B =2396 8.0 �00 H = 240 0 8.0 <br /> C= 1000 8.0 240 I = 300 8.0 �0.0 <br /> � <br /> H � <br /> Pt loads'. 0 <br /> � � <br /> Ri = 1973 R2=4�07 <br /> SPAN = �0 FT <br /> Unlform and partlal unlform loads are Ibs per Ilneal ft. <br />