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318 94TH PL SE 2015 Plans 2022-11-29
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318 94TH PL SE 2015 Plans 2022-11-29
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Last modified
11/29/2022 3:28:25 PM
Creation date
7/31/2018 9:24:47 AM
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Address Document
Street Name
94TH PL SE
Street Number
318
Permit
C1502-013
Year
2015
Notes
RB1403-005 NEW SFR
Address Document Type
Plans
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� • � PLAN 2267 <br /> BeamChek v2077 licensed to:Michael Johnson Reg# �992-66428 <br /> PLAN2267 UPPER HALL <br /> RB-� Oate:2/26/�4 <br /> Selection 4a 10 DP-L p2 W= 0.0 Ft <br /> - Conditions NDS2005 <br /> Min Bearing Area R�= 3.� in' R2= 3.� in' (t5) OL Oefl= 0.03 in <br /> Dafa BeamSpan 6.Oft ReactioniLL �200# Reaction2LL �200# <br /> BeamWtperft 7.87# Reaction � TL �944# Reaction2TL �944# <br /> Bm Wt lncluded 47# Maximum V �944# <br /> Max Moment 29�5'# Max V(Reduced) �444# <br /> TLMaxOefl U240 TLActualDefl U»000 <br /> LLMaxDefl U360 LLActual0efl U»000 <br /> Attnbutes Section(in') ShearSin'� TLOefl �in) LLDefl <br /> Actual 49.9� 3238 0.06 0.03 <br /> Critical 3239 �2.04 030 020 <br /> Status OK OK OK OK <br /> Ratio 65% 37% 20% �6% <br /> Fb si Fv si E si x mil Fc I si <br /> Values ReferenceValues 900 180 t6 625 <br /> Ad-usted Ualues 1080 180 1.6 625 <br /> Adiustments CF Size Factor t200 <br /> Cd Ouretion t00 L00 <br /> CrRepetitive t00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use t00 1.00 1.00 t00 <br /> GStability 1.0000 Rb=0.00 Le=000Ft <br /> Loads Uniform LL 400 UniformTC 640 =A <br /> Uniform Load A� <br /> � <br /> 0 0 <br /> R� _ �944 R2= �944 <br /> SPAN =6 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />
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