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_ BeamChek v20?6 licensed to:J3 Architects LLC Reg#5234-65730 ^� <br /> CASCADE-EVERETT _'�--- --------RIDGE BM� ------�_�`------------------------- <br /> Date:5/20117 <br /> Selection 3-1I8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Con itio s NDS 2012 <br /> Min Bearing Area R1=3.5 in2 R2=3.5 in2 {1.5)DL Defl= 0.19 in Recom Camber=0.28 in <br /> Data Beam Span 1025 ft Reaction 1 LL 1409# Reaction 2 LL 1409# <br /> Beam Wt per ft 6.83# Reaction 1 TL 2290�# Reaction 2 TL 2290# <br /> Bm Wt Inciuded 70# Maximum V 2290~�# ' <br /> Max Moment 5868'# Max V(Reduced) 1955# -:,�, <br /> TL Max Defl L!240 TL Actual Defl L/318 \ <br /> Ll Max Defl L/360 LL Actual Defl C/616-> <br /> Attributes Section in3 Shear in2 TL Defl in LL Defl <br /> Actual 42.19 28.13 0.39 0.20 <br /> Critical 29.34 12.22 0.51 0.34 <br /> Status OK OK OK OK <br /> Ratio 70% 43% 75%. 58%'�, <br /> Fb si Fv si E si z mi ' Fc� si <br /> Values Reference Values 2400 240 1.$ 650 <br /> Ad'usted Values 2400 240 1.8 650 <br /> Adiustments Gv Volume 1.000 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> CI Stability 1.0000 Rb=O.UO Le=0.00 Ft <br /> Loaas Unifarm LL:275 Uniform TL:440 =A <br /> 8�$5 REGfSTERED <br /> � ARCHITECT <br /> N K J RG SEN <br /> STATE 4F WASHINGTON <br /> Uniform Load A <br /> � 0 <br /> R1 =2290 R2=2290 ' <br /> SPAN=10.25 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> � ' <br /> � <br /> � �; <br /> ,J <br /> _.,-„� <br />