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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 /> BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> WHITE BEDROOM WINDOW HEADERS <br /> B-05 Prepared by:JCR Date:2/17/16 <br /> Selection 6x 10 DF-L#1 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=7.6 inz R2=7.6 in2 (1.5) DL Defl= 0.03 in <br /> Data Beam Span 5.25 ft Reaction 1 LL 2763# Reaction 2 LL 2763# <br /> Beam Wt per ft 12.7# Reaction 1 TL 4752# Reaction 2 TL 4752# <br /> Bm Wt Included 67# Maximum V 4752# <br /> Max Moment 6237'# Max V(Fieduced) 3319# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Atfributes Section in3 Shear inz TL Defl in LL Defl <br /> Actual 82.73 52.25 0.06 0.03 <br /> Critical 55.44 29.28 0.26 0.18 <br /> Status OK OK OK OK <br /> Ratio 67°/o 56% 24% 17% <br /> Fb(�si) Fv si) E ( si x mil) Fc � si) <br /> Values Reference Values 1350 170 1.6 625 <br /> Ad usted Values 1350 170 1.6 625 <br /> Adiustments 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 /> , <br /> Loads Uniform TL: 420 =A <br /> Par Unif LL Par Unif TL Start End <br /> 40 H =50 0 5.25 <br /> 600 I =750 0 5.25 <br /> 413 J =578 0 5.25 <br /> J � <br /> I <br /> H <br /> Uniform Load A <br /> 0 0 <br /> R1 =4752 R2=4752 <br /> SPAN=5.25 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> � �. <br />
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