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3316 HOYT AVE B 2018-01-31
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3316 HOYT AVE B 2018-01-31
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Last modified
1/31/2018 9:19:59 AM
Creation date
1/9/2018 9:44:42 AM
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Address Document
Street Name
HOYT AVE
Street Number
3316
Unit
B
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, , <br /> • • <br /> BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> White Beam @ Dining &Kitchen <br /> B-01 Prepared by: KAD Date:5/06/16 <br /> Selection 5-1l8x 12 GLB 24F-V4 DF/DF Lu= 0.0 Ft <br /> Conditrons NDS 2012 <br /> Min Bearing Area R1-3.9 inz R2=9.6 inz (1.5) DL Defl= 0.06 in Recom Camber=0.08 in <br /> Data Beam Span 11.5 ft Reaction 1 LL 1937# Reaction 2 LL 4911 # <br /> Beam Wt per ft 14.94# Reaction 1 TL 2507# Reaction 2 TL 6224# <br /> Bm Wt Included 172# Maximuin V 6224# <br /> Max Moment 8549'# Max V(Reduced) 5856# <br /> TL Max Defl L/240 TL Actual Defl L/743 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 123.00 61.50 0.19 0.13 <br /> Critical 42.75 36.60 0.58 0.38 <br /> Status OK OK OK OK <br /> Ratio 35% 60% 32% 34% <br /> Fb( si) Fv( si) E ( si x mil) Fc�( si) <br /> Values Reference Values 2400 240 1.8 650 <br /> Ad'usted Values 2400 240 1.8 650 <br /> Adiustments 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:282 Uniform TL: 353 =A <br /> Point LL Point TL Distance <br /> 3600 B=4500 10.5 <br /> Uniform Load A <br /> Pt loads: ❑B <br /> � � <br /> R1 =2507 R2 =6224 <br /> SPAN= 11.5 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> / `..J <br />
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