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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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* <br /> BeamChek v2017 licensed to:Duane Rowett/Design Lines Reg#2999-68383 <br /> Stumpf Roof Bm @ Kit <br /> B-01 Prepared by:KAD Date:7/23/18 <br /> Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=6.0 in2 R2=6.0 in2 (1.5) DL Deft= 0.23 in Recom Camber=0.34 in <br /> Data Beam Span 14.0 ft Reaction 1 LL 2275# Reaction 2 LL 2275# <br /> Beam Wt per ft 14.94# Reaction 1 TL 3927# Reaction 2 TL 3927# <br /> Bm Wt Included 209# Maximum V 3927# <br /> Max Moment 13743'# Max V(Reduced) 3366# <br /> TL Max Defl L/240 TL Actual Defl L/381 <br /> LL Max Defl L/360 LL Actual Defl L/796 <br /> Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 123.00 61.50 0.44 0.21 <br /> Critical 68.72 21.04 0.70 0.47 <br /> Stat,,gnK "K. nK nK <br /> Ratio I 56% 34% 63% 45% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc (psi) <br /> Values Reference Values 2400 240 1.8 650 <br /> Adjusted Values 2400 240 1.8 650 <br /> Adjustments Cv Volume • 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:325 Uniform TL: 546 =A <br /> Uniform Load A <br /> R1 =3927 R2=3927 <br /> SPAN= 14 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> / <br />
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