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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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. ' i • <br /> BeamChek v20i4 licensed to:Desrgn Lines, Inc. Reg#2308-64256 <br /> White Beam Qa Liv& Ba <br /> B-02 Prepared by: KAD Date:2/24/16 <br /> Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=5.4 inz R2= 10.0 inz (1.5) DL Defl= 0.10 in Recom Camber=0.16 in <br /> Data Beam Span 13.16 f Reaction 1 LL 2738# Reaction 2 LL 5111 # <br /> Beam Wt per ft . 4# Reaction 1 TL 3521 # Reaction 2 TL 6487# <br /> Bm Wt Included 197# Maximum V 6487# <br /> /� � � Max Moment 12736'# Max V(Reduced) 6000# <br /> TL Max Defl L/240 TL Actual Defl L/448 <br /> LL Max Defl L/360 LL Actual Defl L/636 <br /> Attributes Section (in3�__ Shear in2)_ TL De�in) LL Defl <br /> ---- _- ___ <br /> Actual 123.00 61.50 0.35 0.25 <br /> Critical 63.68 37.50 0.66 0.44 <br /> Status OK OK OK OK <br /> Ratio 52% 61% 54% 57% <br /> Fb si) Fv (psi) E psi 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:378 Uniform TL: 472 =A <br /> Point LL Point TL Distance <br /> --- --- - - - - — - - -___- _ _ - —_ _- --- --- __ <br /> 2880 B=3600 12.0 <br /> Uniform Load A <br /> Pt loads: ❑B <br /> 0 0 <br /> R1 =3521 R2=6487 <br /> SPAN= 13.16 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> � ���� <br /> �:. : . <br />
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