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1415 HOYT AVE 2017-03-09
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1415 HOYT AVE 2017-03-09
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3/9/2017 3:56:14 PM
Creation date
3/2/2017 1:57:47 PM
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Address Document
Street Name
HOYT AVE
Street Number
1415
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Design Lines,INC <br /> 425-353-0531 <br /> BeamChek v2013 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> Bjella Custom Residence kitchen beam <br /> M-7 Prepared by:JCR Date:4/17/14 <br /> Selection 3-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=5.3 in2 R2=5.3 in (1.5) DL Defl= 0.07 in Recom Camber=0.11 in <br /> Data Beam Span 10.5 ft Reaction 1 LL 2730# Reaction 2 LL 2730# <br /> Beam Wt per ft 9.11 # Reaction 1 TL 3460# Reaction 2 TL 3460# <br /> Bm Wt Included 96# Maximum V 3460# <br /> Max Moment 9083'# Max V(Reduced) 2801 # <br /> TL Max Defl L/240 TL Actual Defl L/513 <br /> LL Max Defl L/360 LL Actual Defl L/719 <br /> Attributes Section(in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 75.00 37.50 0.25 0.18 <br /> Critical 45.42 17.51 0.53 0.35 <br /> Status OK OK OK OK <br /> Ratio 61% 47% 47% 50% <br /> Fb(psi) Fv(psi) E (psi x mil) Fci_(psi) <br /> Values Reference Values 2400 240 1.8 650 <br /> Adjusted Values 2400 240 1.8 650 <br /> Adjustments Cv 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 =0.00 Le = 0.00 Ft <br /> Loads Uniform LL:520 Uniform TL: 650 =A <br /> Uniform Load A <br /> 0 0 <br /> R1 =3460 R2=3460 <br /> SPAN = 10.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> 21(.0. <br />
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