Laserfiche WebLink
c � <br /> Dale:4/03/97 BeamChek 2.2 <br /> Choice (2)2x 10 DF-L#7 BASE Fb=7000 ADJ Pb=7100 <br /> Sr9II�IllOII,F '$j?�3` <br /> Min Bearing Area R1=1.9 in' R2=1.9 in' DL Defl 0.151n <br /> D9tfl Beam Span 14.0 ft Reaction 7 1187# Readion� LL 887# <br /> Beam Wt per ft 6.74 l� Reaction 2 7167# Reaclion 2 LL 887# <br /> Beam Weight 94# Maximum V 7167# <br /> Max Moment 6384 Yt Mex V(Reduced) 1110# <br /> TL Max Defl L/240 TL Adual Defl L/252 <br /> LL Max Defl L/360 LL Adual Defl L/328 <br /> �(pQy(�� Sedion(in') Shear(in� TL Defl(in) LL Defl <br /> Actual 42.'!8 27.75 0.67 0.51 � <br /> Critical 69.42 17.53 0.70 0.47 <br /> Status Feils OK OK Fails I <br /> Retlo 162% 63% 95% 110% __J <br /> Fb(psi) Fv(psi) E(psi x mil) Fcl(psi) <br /> Velues ase Va ues 1000 95 1.7 6 <br /> Base Adjusted 1100 95 1.7 625 <br /> �justments ize ador . <br /> Cd Duretion 1.00 7.00 <br /> Cr Repetitive <br /> Ch Shear Stress � <br /> Cm Wet Use <br /> BeamChek has automatically added the beam self-weight into the calculations. <br /> Loads Unifortn TL: 67 =A Unifortn LL: 54 <br /> oin omt istance <br /> 01 =13 7. <br /> ni ortn oa � <br /> Pt loads: �. � —� <br /> 0 0 <br /> R1 = 1167 R2=1167 <br /> SPAN=14 FT <br /> Uniform and partial unifortn loads are Ibs per lineal ft. <br /> l2 1 I3/k A n"1 �/� M� ��o Lan 1 '� � <br />