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310 OLYMPIC BLVD 2020-06-05
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310 OLYMPIC BLVD 2020-06-05
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Last modified
6/5/2020 2:29:13 PM
Creation date
6/5/2020 2:26:43 PM
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Address Document
Street Name
OLYMPIC BLVD
Street Number
310
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s <br /> BeamChek v2017 licensed to:Duane Rowett/Design Lines Reg#2999-68383 <br /> Stumpf 5040 Win Hdr Qa Fam <br /> M-04 Prepared by:KAD Date:8/07/18 <br /> Selection (2)2x 6 HF#2 Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=0.6 in2 R2=0.6 in2 (1.5) DL Deft= 0.02 in <br /> Data Beam Span 5.25 ft Reaction 1 LL 131 # Reaction 2 LL 131 # <br /> Beam Wt per ft 4.01 # Reaction 1 TL 231 # Reaction 2 TL 231 # <br /> Bm Wt Included 21 # Maximum V 231 # <br /> Max Moment 303'# Max V(Reduced) 191 # <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(int) TL Defl(in) LL Defl <br /> Actual 15.13 16.50 0.03 0.02 <br /> Critical 3.29 1.91 0.26 0.18 <br /> Status OK OK OK OK <br /> Ratio 22% 12% 13% 9% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1105 150 1.3 405 <br /> Adiustments CF Size Factor 1.300 <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:50 Uniform TL.: 84 =A <br /> Uniform Load A <br /> 0 Q <br /> R1=231 R2=231 <br /> SPAN=5.25 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> r <br /> (''' <br />
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