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�� � <br />Ken DeBoer House Living Room Beam <br />Date: 9/02tt12 BeamChek 2.2 <br />Choice (3)13/4x 9-1/� 2.OE LP Gang-I.am� LVL BASE Fb = 2900 ADJ Fb = 3010 <br />Conditans <br />Min Bearing Area R1= 3.4 inT R2= 3.4 in' DL Defl 0.10 n <br />Dafa Beam Span 74.0 ft Rea�tion 1 2535 i ReacUon 1 LL 1960 # <br />Beam W t per ft 12.14 ft Reactbn 2 2535 i Reaction 2 LL 1960 # <br />Beam Weight 170 # Ma�rimum V 2535 M <br />Max Moment 8872 k Max V(Reduced) 2256 i1 <br />TL Max DeB L/ 240 TL Actual Defl L/ 372 <br />LL Max DeB l/ 360 LL Actual DeB L/ 481 <br />Attnbutes Sectbn in' Shear in TL Defi in LL Defi <br />Actual 74.87 48.56 0.45 U.35 <br />Crilical 35.37 11.67 0.70 �.47 <br />Status OK OK OK OK <br />Ratio 47°h 24°h 64% 75% <br />Fb (ps) Fv (ps) E(psi x m8) Fc I(ps� <br />Values Base Values 2900 290 2.0 750 <br />BaseAdjusted 3070 290 2.0 750 <br />Adiustmenfs CF S¢e Fador 1.038 <br />Cd Duretion 1.00 1.00 <br />Cr RepetilNe <br />Ch ShearSVess <br />Cm Wet Use <br />BeamChek has automaticaly added lhe beam sett-weght into Ne wkulations. <br />Loads Uniform TL� 350 = A Unifortn LL 280 <br />Unifortn Load A � <br />Rt --�2535 R2--�2535 <br />SPAN=I4FT <br />Ur,iform antl partial uni'ertn bads are D5 per Fneal ft. <br />