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. �- � <br /> BeamChek v20061icensed fo:Architectural Design Associates PS Reg#523465425 <br /> Mike Davis Addition#29015 SGD Header <br /> Bm#D Date: 3/10/09 <br /> ( — --- --------- - — <br /> Selection (2)2x 6 HF#2 Lu=0.0 Ft _ _ <br /> I_.-. <br /> Conditions NDS 2001 <br /> Min Bearing Area R1=07 in' R2=0.7 in' _____ _ <br /> Data Beam Span 6.0 ft li <br /> Beam Vvt per ft 4.01 # Reaction 1 TL 282# Readion 2 TL 282# � <br /> Bm Wl Included 24# Maximum V 282# il <br /> Max Moment 423'# Max V(Reduced) 239# <br /> TL Max Defl L/240 TL Adual Detl L/>1000 � <br /> Attnbutes Sedion (in')_ Shear(in') TL Defl(in)__ __________ � <br /> Aclual 15.13 16.50 0.05 , <br /> Critical 4.59 2.39 0.30 I <br /> Status OK OK OK — 'I <br /> Ralio 30% 14% 17% J <br /> Fb(psi) _Fv(psi)_E(psi x mil) Fc�(psi) _ <br /> Values Base Values 850 150 1.3 405 - � <br /> BaseAdjusted_ _ _ 1105 _150 1.3 405 _ _.__ <br /> Adiustments CF Size Factor 1.300 <br /> Cd Duration 1.00 1.00 <br /> � Cr Repetitive 1.00 I <br /> I Ch Shear Stress 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 Kbe=0.0 - i <br /> Loads Uniform TL: 90 =A <br /> - - ____..__ _ -1 <br /> Uniform Load A <br /> L _ -_ _ _--- ------- -- --- _-= <br /> ---- _ ----- - ----- —-- <br /> L------- --------- <br /> -� ��� <br /> R1 =282 R2=282 <br /> SPAN=6 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> �''� <br /> ; ��� � <br /> ��:= <br />