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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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j <br /> • <br /> y 1 ) ) <br /> BeamChek v2017 licensed to:Duane Rowett/Design Lines Reg#2999-68383 <br /> Stumpf 60 SGD Hdr <br /> M-05 Prepared by:KAD - Date:8/10/18 <br /> Selection ( (2)2x 6 HF#2 Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=0.7 in2 R2=0.7 in2 (1.5) DL Defl= 0.04 in <br /> Data ' Beam Span 6.25 ft Reaction 1 LL 156# Reaction 2 LL 156# <br /> Beam Wt per ft 4.01 # Reaction 1 TL 275# Reaction 2 TL 275# <br /> Bm Wt Included 25# Maximum V 275# <br /> Max Moment 430'# Max V(Reduced) 235# <br /> TL Max Defl L/240 TL Actual Deft L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 15.13 16.50 0.07 0.03 <br /> Critical 4.67 2.35 0.31 0.21 <br /> Status OK OK OK OK <br /> Ratio 31% 14% 22% 15% <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 /> Adjustments 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 /> . <br /> R . <br /> 75 R2=275 <br /> SPAN=6.25 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />
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