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. � �- �- � <br /> BeamChek v20061icensed to:Architectural Design Associates PS Reg#5234-G5425 <br /> Mike Davis Addition#29015 deck beam <br /> Bm#A Date:3I10/09 ___ <br /> Selection f 4z 8 HF#2 Lu=0.0 Ft _ I <br /> `-- -- — — --- <br /> Conditions NDS 2001 <br /> Min Bearing Area R1=:i.0 in' R2=2.0 in' _______ _ <br /> Data Beam Span 8.0 ft I � <br /> Beam Wt per ft 6.17# Reaction 1 TL 805# Reaction Z TL 805 ii j �� <br /> � Bm Wt Included 49# Maximum V 805# i <br /> I Max Moment 1609'# Max V(Reduced) 683#-- -- _-- — ' <br /> TL Max DeFl L/240 TL AcWal Defl L 1749 I� <br /> � <br /> AttrCr 6wl �-Se 17 48in'�_ Sh6.83in°)__ TL p p in_ _ -------- , <br /> Achial 30.66 25.38 0.13 I <br /> Status OK OK OK — - j <br /> Ratio 57% 27% 32% � <br /> Fb(psi)_ Fv(psi)_ E(psi x mil) _ Fc!(psi) ___ <br /> Values Base Values 850 150 1.3 405 � <br /> Base Adjusted 1105 __ 150 __ 1.3____ 405 _ <br /> Adiustmenfs 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 ._._______.__ �I <br /> CI Stabiliry 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 <br /> --- ----- _ _ — _____ ___ ' <br /> Loads UniformTL: 195 =A <br /> _ _ _ -- - - _ <br /> Uniform Load A I <br /> __ - <br /> - _ ' ` -1 <br /> _- . - — -- — � <br /> �� �. <br /> R1 =805 R2=805 <br /> SPAN=8 FT <br /> Uniform and partial uniform loads are Ibs per Iineai ft. <br /> J <br /> �����._ <br /> . <br />