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PLAN 1 fi90 <br /> BeamChek v2011licensed to:Michael Johnson Reg#79 92-6 642 8 <br /> PLAN�690 ENTRV <br /> BA Date' 2/25/14 <br /> Selection 4x 10 OF-L#2 W =0.0 Ft <br /> � Conditions NDS2005 <br /> M7nBeanngArea R1=1.87n� R2=1.87n� (�.� DLDefl= O]1in <br /> Dafa Beam Span 9.5 ft Reaction 1 LL 475# Reaction 2 LL 475# <br /> Beam Wi perfi 7.87# Reaction i TL �177# Reaction 2 TL 1177# <br /> Bm Wt lncluded 75# Maximum V 1177# <br /> Max Moment 2796'# Max V(Reduced) 986# <br /> TLMaxDefl L/240 TLActualDeFl L/7�5 <br /> LLMaxDefl L/360 LLActualDefl L/»000 <br /> Attnbutes Section in' Shear in' TL Defl in LL Defl <br /> Actual 49.91 3238 0.16 OAS <br /> Critical 3L07 822 0.48 032 <br /> StaWs OK OK OK OK <br /> Ratio 62% 25% 34% 16% <br /> Fb si Fv si E(psi x mil Fc I si <br /> Values Reference Values 900 180 1 6 625 <br /> Ad�ustedValues 1080 �80 16 625 <br /> Adiustments CF S¢e Factor t200 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch ShearSiress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> CI Stability 1.0000 Rb =0.00 Le =0.00 Ft <br /> Loads UniformLL: 100 UniformTL�. 240 =A <br /> Uniform Load A I <br /> R1 --�1�77 R2�77 <br /> SPAN= 9.5 FT <br /> Uniform and partial uniform loads are Ibs perlineal ft. <br />