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De�ign Lines, inc. ^ /� <br />... ----(425)353-0531 ------1_�i�_l�'_VQ� _. <br />- --_. ___ ..---- � - <br />TENHOFF <br />NOOK WINDOW HEADER Dale: 1121l02 BeamChek 2.2 <br />Choice 3-1/8x 9 GLB 16F-V3 OF/DF ____ BASE Fb =1600 ADJ Fb =1600 <br />Condifions <br />Dafa <br />Attnbutes <br />Actual <br />Critical <br />Slatus <br />Ratio <br />Val�es <br />Adiustmenfs <br />Min Bearing Area R1= 5.2 in' R2= f.5 in' DL DQfl 0.02 in Suggested Camber U.03 in <br />Beam Span 5.25 ft Reaclion 1 2916 # Readion 1 LL 2012 #' <br />Beam Wt per ft 6.83 # Reaclion 2 3614 # Reaction 2 LL 2544 # I <br />� Beam Weight 36 # Maximum V 3614 # � <br />� Max Moment 4034'# Max V(Reduced) 2125 �t j <br />TL Max Detl L/ 240 TL Adual De8 L/ 833 <br />LL Max Defl L/ 360 LL Adual De0 L/>1000 <br />Section (in') Shear in') TL Defl �) LL De0 ___ _ <br />r 42.19 28.13 0.08 0.05 <br />� 30.25 1678 0.26 0.17 <br />I OK OK OK OK <br />72°/a 60% 29% 30% - - <br />Fb (psi) Fv (psi) _ E(psi x mil) Fc! (psi) <br />�Basevalues -�� 1soo� ---- 1so 1.5 560 <br />� Base Adjusted 1600 190 __ 1.5 560 <br />I Cv Volume 1.000 <br />� Cd Duretion 1.00 1.00 <br />� Cr Repetitive <br />i Ch Shear Stress <br />I Cm Wet Use <br />--- _.. - _ __ - --- - ------ <br />BeamChek has automatical�y added the beam self-weight into the catculations. <br />Loeds Unitorm TL: 400 = A Unifarm LL: 320 <br />— - - --- -_ _------- <br />� Point LL Point TL Distance Par Unif LL Par Unif TL Start __ End <br />--- -. _ .__ .. . ..._ -- - -- -- ' <br />1013 B= 1418 4.6 405 H= 647 0 4.6 <br />H <br />. .- ----- ---- ---___— _- - ----- - .. <br />Uniform Load A <br />P� loads: ' - - -- -8--- �' <br />.�- - � --- - -- - - -�. <br />"- � R2 = 3614 <br />R1 = 2916 <br />SPAN = 5.25 FT <br />Uniform and partial uni(orm loads are Ibs per lineal ft. <br />C� I 6L� � S� x2 �� C.t I��� <br />