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Nov � 2 � 2005 10 . 15RM it ' s a great day at boyer blds , No � 6116 P , 2 <br /> � � BeamCheft v2_4lic�nsed to:jb Reg#2308�64562 �y V� <br /> ' Jaffray addition front to back drop beam <br /> r Date� 10/10/05 <br /> Se/ection W 12x 26 36 ksi Wide Ffange Steel Lateral Support at: Lc=6.9 ft max. <br /> C�ondiFions ua iz � <br /> Min Bearing Length R1=0.9 in. R2= 9.9 in, DL Defl 0.�1 in Suggested Camber 0,17 in <br /> Data Beam Span 14.0 ft Reaction 1 LL 9456# Raaction 2 LL 126�0# <br /> Beam Wt per ft 26.0# Raaction 1 '11 12923# Reaction 2 TL 16890# <br /> Bm Wt Included 364# Maximum V 16890# <br /> Max Mament 65861 �# 'Max V(Reduced) N/A <br /> TL Max Defl L/240 TL Actual Defl L/400 <br /> �L Max pefl L/360 LL Actual Defl �/543 <br /> Attribufes Section in� Shear in2 T�Defl in �L Def) <br /> Actual 33.d0 2.81 0.42 0.31 <br /> Critical 33.26 1.17 o.7� �•47 <br /> Status OK OK OK OK <br /> Ratlo 100% 42% QD% G6% <br /> Fb (psi) Fv(psi) E(psi x mil) <br /> Velues 8ase Value Fy 36000 36000 29.0 <br /> . Base Ad'usted 23760 1440D 29.0 <br /> Adiustmeats YP Factor, Lc 0 66 0.40 <br /> .,\, . _ <br /> At Polnt,.Loads- f�rovide these minimum bearing lengths in inche�s or provide web stiifeners, <br /> B=�0.9 <br /> Loads <br /> Point LL Point TL Distance Par Unif tl Par Unif TL Start End <br /> 7343 B= 10189 5.0 '(637 H=2140 5.0 14 0 <br /> � "'� H <br /> Pt loads: Q <br /> R1 =12923 R2= 16890 <br /> SPAN =14 FT <br /> Uniform and partial uniform loads are Ibs per lineal ff. <br />