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i --____..__ <br /> t3eamChek v241iceosed to:jb Reg�f'230B-69562 <br /> major steel beam <br /> 1 DaLe: 7�14�05 <br /> ���1 W 8x 35 36 ksi Wide F'lange Stee} Latei•al Support at: l�u = 'u'2.6 ft rnax. <br /> Con if�ons Actua] Size is 8 x 8-1�8 in., <br /> Min �3earing Length R1= 1.0 ir�. R2= 1.Q in. DL Defl Q.12 iR 5uggesled Camber 0.18 in <br /> �� I�eam Span 17.6 ft Reaction 1 LL 5060 �� Reaction 2 LL 5D60 � <br /> Bearn Wl per ft 35.D � }�eaction ] TL 6586 � Reaction 2 TL 6�386 # <br /> Brn Wi, ]ncluded 616� Maximum V 6886 � <br /> Max Moment 3Q298'J� Max V (Reduced) N/A <br /> TL Max Defl L / �4D TL Acf,ual Defl L / 461 <br /> LL Max Defl L / �180 LL Actual Defl L / 62[i <br /> llrib�te.s Seetion in' Shear in' TL �ell �in LL Def] <br /> Actual 31.2D 2.52 0.46 0.34 <br /> Critical 16.83 D.48 0.88 0.44 <br /> Stat.us OK OK OK OK <br /> Rat.io 59� 19� 52� 76� <br /> I�'6 (psi) Fv (psi) F (psi x mil) <br /> �alues Base Value Fy 3600D 36D00 29.0 <br /> Base Ad�usled 21600 19400 29.11 <br /> Adjusfn�ents YP �'actor, Lu 0.60 0.40 <br /> I,oads Uniform LL: 575 Uniforlri TL: 74�3 = A <br /> llnifor•�Ti Load A <br /> R1 = 6f306 R2 = 68(ifi <br /> SPAN = l l.6 1�'P <br /> Uniforrn and pai•tial uniform loads are lbs per lineal ft. <br />