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PLAN 7690 <br /> BeamChek u2011 licensed to:Michael Johnson Reg#7992 66428 <br /> PLAN 1690 GREAT ROOM <br /> B-1 Date' D25/14 <br /> Selection 7-i l8x 9 GLB 24F-V4 DFIDF W= OA Ft <br /> Conditions NDS 20�5 <br /> Min Bearing Area R1=3.4 in' R2=3.4 in' (L5) DL Defl= 0.07 in Recom Camber=0.11 in <br /> Dafa Beam Span 8.0 ft Reac[ion 1 LL 1480# Reaction 2 LL 1480# <br /> � Beam W(per ft 6.83# Reaction i TL 2�99 p Reaction 2 TL 2199# I <br /> Bm Wt lncluded 55 p Maximum V 2199# <br /> Max Moment 4399'# Max V (Reduced) 1787# — � <br /> TLMaxDefl U240 TLActualDefl L/557 <br /> LL Max DeFl L/360 LLActual Defl U 964 _ <br /> AtMbutes Section (in') Shear(in� TL�efl (in) LL�eA <br /> Actual I— 42�9 28.13— 0.17 0.10 � <br /> cdti�ai z�.ss ii.n oao o.z� <br /> Status OK OK OK OK <br /> Ratio II 52% 40% 43% 37% <br /> Fb si Fv si E si x mil Fc I si <br /> Values Reference Values 2400 240 1.8 650 <br /> Ad'usted Values 24�0 240 1.8 650 <br /> Adiustments Cv Volume �.000 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> CI Stability 1.000� Rb= 0.�� Le=0.00 Ft <br /> Loads Uniform LL 370 Uniform TL 543 =A <br /> Uniform Load A <br /> � 0 <br /> R� =2199 R2= 2199 <br /> S PAN =8 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />