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, • PLAN 1690 <br /> BeamChek v2077 licensed to:Michael Johnson fteg#7992-66428 <br /> PLAN 1690 DINING ROOM <br /> B-2 Date: 225/14 <br /> Selection f 3-0/8x 9 GLB 24F-V4 DF/DF W=0.0 Ft <br /> - Conditions NDS 2005 <br /> MinBearingArea R1=34in' R2=3.4in' (1.5)DL �ef1= 0.07inRewmCamber-0.11in <br /> Oata Beam Span 8A fl Reaction 1 LL 1480# Reaction 2 LL 1480# <br /> Beam WI per R 6.83 # Reaction 1 TL 2199# Reaction 2 TL 2199# <br /> Bm Wt Included 55 # Maximum V 2199# <br /> Max Moment 4399'# Max V(Reduced) 1787# <br /> TLMaxDeFl L/240 TLActualDefl L/557 <br /> LLMaxDefl L/360 LLActualDefl L/964 <br /> Attnbutes Section in' Shear in' TL Defl in LL Defl <br /> Actual 42.19 28.13 0.17 0.10 <br /> Critical 21.99 it17 040 027 <br /> Status OK OK OK OK <br /> Ratio 62% AO% A3% 37% <br /> Fb psi Fv psi E psi x mil Fc I si <br /> Values Reference Values 2400 240 1.8 650 <br /> Adjusted Values 2400 240 1.8 650 <br /> Adiustments Cv Valume 1.000 <br /> Cd Duration 1.00 1.00 <br /> CrRepetitive 1.00 <br /> Ch ShearSiress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> ClStability 1A000 Rb=0.00 Le=0.00Ft <br /> I <br /> LoaAs Uniform LL 370 Uniform TL 543 =A <br /> Uniform Load A <br /> � — —� <br /> 0 0 <br /> R1 =2199 R2=2199 <br /> SPAN =8 FT <br /> _ Uniform and partial unifortn loads are Ibs per lineal fl. <br />