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2315 CEDAR ST 2018-01-18
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2315 CEDAR ST 2018-01-18
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Last modified
1/18/2018 8:17:54 AM
Creation date
1/18/2018 8:17:37 AM
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Address Document
Street Name
CEDAR ST
Street Number
2315
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. , • � <br /> BeamChek v2013 licensed to:Plan One Reg#3077-2060 <br /> 2315 Cedar St Bedroom 2 <br /> Window Header Prepared by:WMG Uate: 1/06/16 <br /> Selection 4x 8 DF-L#2 Lu=O.Q Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=2.0 in' R2=2.0 inZ (1.5) DL Defl= 0.03 in <br /> Data Beam Span 5.5 ft Reaction 1 LL 756# �eaction 2 LL 756# <br /> Beam Wt per ft 6.17# Reaction 1 TL 1227# Reaction 2 TL 1227# <br /> Bm Wt Included 34# Maximum V 1227# <br /> Max Moment 1687'# Max V(Reduced) 957# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defi L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in') Shear(in2) TL Defl (in) l_L Defl <br /> Actual 30.66 25.38 0 06 0.03 <br /> Critical 17.30 7.98 0.28 0.18 <br /> Status OK OK OK OK <br /> Ratio 56% 31°/u 22% 1'1% <br /> __Fb (psi) __Fv(psi) E �psi x mil) Fc�(psi) <br /> Ualues Reference Values 900 180 1.6 625 <br /> Ad usted Values 1170 ?30 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 hJ/A <br /> Cm Wet Use 1.00 1.00 1 AO 1.00 <br /> CI Stability 1.0000 Rb=O OQ Le=0.00 Ft <br /> Loads Uniform LL: 275 Uniform TL: 440 =A <br /> � Un'form Load A J <br /> -- ___--—_— <br />
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