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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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BeamChek v2017 licensed to:Duane Rowett/Design Lines Reg#2999-68383 <br /> Stumpf 80 SGD Hdr @ Kit <br /> M-03 Prepared by:KAD Date:7/23/18 <br /> Selection 6x 10 DF-L#1 Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=5.1 in2 R2=5.1 in2 (1.5) DL Defl= 0.08 in <br /> Data Beam Span 8.25 ft Reaction 1 LL 1856# Reaction 2 LL 1856# <br /> Beam Wt per ft 12.7# Reaction 1 TL 3171 # Reaction 2 TL 3171 # <br /> Bm Wt Included 105# Maximum V 3171 # <br /> Max Moment 6540'# Max V(Reduced) 2562# <br /> TL Max Defl L/240 TL Actual Defl L/645 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 82.73 52.25 0.15 0.07 <br /> Critical 58.13 22.61 0.41 0.28 <br /> Status OK OK OK OK <br /> Ratio 70% 43% 37% 27% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc 1(psi) <br /> Values Reference Values 1350 170 1.6 625 <br /> Adjusted Values 1350 170 1.6 625 <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:450 Uniform TL: 756 =A <br /> Uniform Load A <br /> 0 Q <br /> R1 =3171 R2=3171 <br /> SPAN=8.25 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />
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