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����; N � . <br /> BeamChek v2010/icensed to:J L White Co!nc Reg#2308-64395 <br /> Date: 1/13/17 <br /> Selection W 16x 57 36 ksi Wide Flange Steel l.ateral Support: Lc=7.5 R max. <br /> Conditions Actual Size is 7-118 x 16-318 in. <br /> Min Bearing l.ength R1= 1.4 i�. R2= 1.4 in. (1.0)O�DeFl= 0.60 in Recom Camber-0.90 in <br /> Data Beam Span 24.5 H <br /> Beam Wt per ft 57.0# Reaction 1 TL 13549# Reaciion 2 Tl 17775# <br /> Bm Wt Included 1397# Maucimum V 17775# <br /> Max Moment 115835'# Max V(Reducedj N/A <br /> TL Max Oefl L/240 Tl Actual Defl L/490 <br /> Attributes Section(in') Shear in TL Defl in <br /> Actual 92.20 7.06 0.60 <br /> Critical 58.50 1.23 1.23 <br /> Status OK OK OK <br /> Ratio 63% 17% 49°� <br /> Fb(psi) Fv si E psi x mil} <br /> Vatues Rei.Value Fy 36000 36000 29.0 <br /> Ad'usted Values 23760 14400 29.0 <br /> Adjustments YP Fador, Lc 0.66 0.40 <br /> At Point Loads: Provide these minimum bearing lengths in inches or provide web stiffeners. <br /> B= 1.4 C= 1.4 <br /> Loads Uniform T�: 100 =A <br /> Point TL Distance <br /> B=12627 9.0 <br /> C= 14850 18.5 <br /> Uniform load A <br /> Pt loads: B � <br /> � <br /> Rt = 13549 R2= 17775 <br /> SPAN=24.5 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />