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C � <br /> Date:4/03l97 BeamChek 2.2 <br /> Choice (2)2x 10 HF#7 BASE Fb=850 ADJ Fb=1045 <br /> Condltiunc $ <br /> Min Bearing Area R1=4.0 in' R2=32 in' DL Defl 0.03 in <br /> D�ld Beam Span 8.5 ft Readion 1 1628# eedion 1 LL 1278# <br /> Beam Wt per ft 6.74# Readion 2 1302# 'ieaction 2 LL 1078# <br /> Beam Weight 57# Maximum V 1628 iF <br /> Max Moment 3355'# Max V(Reduced) 7323# <br /> TL Max Defl L/240 TL Act�al Defl L/708 <br /> LL Max De0 L/380 LL Adual Defl L/903 <br /> 9tt66y(g,4 Section(in� Shear(in� 1 L Defl(in) lL Defl <br /> Adual 42.78 27.75 0.14 0.11 <br /> Critical 38.53 26.47 0.43 0.28 <br /> Status O{' OK OK OK <br /> RatlO 90% 95% 34% 40% <br /> Fb(psi) Fv(psi) E(asi x mil) Fc1(psi) <br /> Values Base a ues 950 75 1.5 405 <br /> Base Adjusted 1045 75 1.5 405 <br /> Adiushnents i�Fa or . � <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive <br /> Ch ShearStress <br /> Cm Wet Use <br /> BeamChek has automatically added the beam self-weight into the calculalions. <br /> Loads <br /> �-- ar ni ar m tart n <br /> 3 =38 .5 <br /> 140 I= 175 6.5 8.5 <br /> � <br /> _� <br /> I <br /> i <br /> R1 --�1628 R2 1302 � <br /> SPAN=8.5 FT <br /> Uniform and partial uniform loads are Ibs per lineal fl. <br /> � <br /> r - -- _ --- __--- - <br />