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--- ��5��- � �ZJ <br /> _ BeamChek u20051icensea to: Des�gn Lmes, !nc P,eg#230&64256 <br /> Davis Construction support beam <br /> Prepared by: dsr Date: 9/30/09 <br /> Seleclion 6x 72 HF ff2 Lu=0 0 Ft <br /> Conditions Wet Use, NDS 20D1 � <br /> Min Bearing Area R1= 5.6 in� R2=5.6 in' <br /> Data Beam Span 14.0 R <br /> Beam Wt per ft 15.37# Reaction 1 TL 15D8 ft Reaction 2 TL 1508# <br /> Bm Wt Included 215# Maxiroum V 1508# <br /> Max Moment b�l7'# Max V(Reduced) 1301 # <br /> TL Max De0 L/240 TL Actual De0 L/693 <br /> Afhibutes Section in' Shear in' TL De11 in <br /> Actual 121.23 6325 024 <br /> Critica� 93.81 13.94 0.70 <br /> Status OK OK OK <br /> Ratio 77% 22% 35% <br /> Fb( si) Fv(psi) E(psi x mii Fc� si <br /> Values Base Values 675 140 1.1 405 <br /> BaseAd-usted G75 140 �.� 27� <br /> Adiustmenls CF Size Factor 1.00D <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 1.00 067 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 <br /> Loads Unilorm TL 200 = A <br /> Uniform Load A � <br /> � <br /> 0 Q <br /> R7 = 15�8 R2= 1508 <br /> SPAN= 14 FT <br /> Undorm and partial uniform loads are Ibs per lineal ft. <br />