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, , <br /> ; - r � <br /> a.-;: ,- :.. ' a�, e ��,�;�'` �, <br /> BeamChek v2004 licensed to:Sylvesfre Construction, Inc. Reg#9077-2183 <br /> Whitman Rec Room Beam <br /> Beam#1 Date: 7/25/05 <br /> Selection W 10x 19 36 ksi Wide Flange Steel Lateral Support at: Lc=4.2 ft max. <br /> Conditions Actual Size is 4 x 1.0-1/4 in., <br /> Min Bearing Length R1=0.8 in. R2=0.8 in. DL Defl 0.12 in Suggested Camber 0.18 in <br /> Data Beam Span 15.0 ft Reaction 1 LL 4050# Reaction 2 LL 4050# <br /> Beam Wt per ft 19.0# Reaction 1 TL 6315# Reaction 2 TL 6315# <br /> Bm Wt Included 285# Maximum V 6315# <br /> Max Moment 23681 '# Max V(Reduced) N/A <br /> TL Max Defl L J 240 TL Actual Defl L/525 <br /> LL Max Defl L/360 LL Actual Defl L/819 <br /> Attributes Section (ing) Shear(in2) TL Defl(in) LL Defl <br /> Actuaf 18.80 2.56 0.34 0.22 <br /> Critical 11.96 0.44 0.75 0.50 <br /> Status OK OK OK OK <br /> Ratio 64% 17% 46% 44% <br /> Fb psi Fv si E si x mil <br /> Values Base Value Fy 36000 36000 29.0 <br /> Base Ad'usted 23760 14400 29.0 <br /> Adiustments YP Factor, Lc 0.66 0.40 <br /> Loads Uniform LL: 540 Uniform TL: 823 =A <br /> Uniform Load A <br /> 0 <br /> R1 =6315 R2=6315 <br /> SPAN= 15 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />