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1415 HOYT AVE 2017-03-09
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1415 HOYT AVE 2017-03-09
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Last modified
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 flush bm over great room <br /> M-3 Prepared by:JCR Date:4/17/14 <br /> Selection (3)2x 12 HF#2 Lu =0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=3.4 inz R2=3.4 in (1.5) DL Defl= 0.09 in <br /> Data Beam Span 14.0 ft Reaction 1 LL 1022# Reaction 2 LL 1022# <br /> Beam Wt per ft 12.3 # Reaction 1 TL 1367# Reaction 2 TL 1367# <br /> Bm Wt Included 172# Maximum V 1367# <br /> Max Moment 4785'# Max V(Reduced) 1184# <br /> TL Max Defl L/240 TL Actual Defl L/614 <br /> LL Max Defl L/360 LL Actual Defl L/926 <br /> Attributes Section (in3) Shear(inz) TL Defl (in) LL Defl <br /> Actual 94.92 50.63 0.27 0.18 <br /> Critical 67.55 11.84 0.70 0.47 <br /> Status OK OK OK OK <br /> Ratio 71% 23% 39% 39% <br /> Fb (psi) Fv(psi) E (psi x mil) Fci.(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 850 150 1.3 405 <br /> Adjustments CF Size Factor 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: 146 Uniform TL: 183 =A <br /> Uniform Load A <br /> R1 = 1367 R2= 1367 <br /> SPAN= 14 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />
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