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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 Main Fir Bm <br /> F-01 Prepared by:KAD Date:7/26/18 <br /> Selection 4x 8 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=3.1 in2 R2=3.1 in2 (1.5) DL Defl= 0.03 in <br /> Data Beam Span 5.5 ft Reaction 1 LL 1540# Reaction 2 LL 1540# <br /> Beam Wt per ft 6.17# Reaction 1 TL 1942# Reaction 2 TL 1942# <br /> Bm Wt Included 34# Maximum V 1942# <br /> Max Moment 2670'# Max V(Reduced) 1515# <br /> TL Max Defl L/240 TL Actual Defl L/733 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(in3) Shear(int) TL Defl(in) LL Defl <br /> Actual 30.66 25.38 0.09 0.06 <br /> Critical 27.39 12.63 0.28 0.18 <br /> Status OK OK OK OK <br /> Ratio 89% 50% 33% 35% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1170 180 1.6 625 <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:560 Uniform TL: 700 =A <br /> Uniform Load A <br /> R1 = 1942 R2= 1942 <br /> SPAN=5.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />
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