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412 94TH PL SE 2014 Plans 2022-12-06
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412 94TH PL SE 2014 Plans 2022-12-06
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Last modified
12/6/2022 8:42:12 AM
Creation date
7/27/2018 2:18:56 PM
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Address Document
Street Name
94TH PL SE
Street Number
412
Permit
C1406-016
Year
2014
Notes
RB 1403-008 NEW SFR
Address Document Type
Plans
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No
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� PLAN 2203 <br /> BeamChek v2011 licensetl to:Michael Johnson Reg#7992-66428 <br /> PLAN2203 BONUSROOM <br /> . RB-Z �ate: 226/14 <br /> Selection [bx 10 DP-L k2 W=OA Ft <br /> Contlitions NDS2005 <br /> � Min Bearing Area R1=2.5 in' R2=42 in' (1.5) �L �efl= OD5 in <br /> Data Beam Span 5.0 R Reaction 1 LL 370# Reaction 2 LL 730# <br /> Beam Wt per k 7.87# Reaction 1 T� 1572# Reaction 2 TL 2628# <br /> Bm Wt Included 39 # Maximum V 2628# <br /> MaxMoment 3961 '# MaxV(Reduced) 2128# <br /> TL Max �efl L/240 TLActual �efl L/�1000 i <br /> LL Max �efl L/360 LLActual �efl L/�1000 <br /> Attnbutes Secilon (n') Shaar(In�) TL �efl Qn)_ LL�efl _ � <br /> Actual 49.91 32.38 0.06 <0.01 <br /> Critical 44.01 1774 025 O.P <br /> StaWs OK OK OK OK <br /> Ratlo 88% 55% 23% 5% <br /> Fb si Fv si E sixmil Fcl si <br /> Values Reference Values 900 180 1.6 625 <br /> Adlusted Values 1080 180 1.6 625 <br /> Atliustments CF Size Factor 1200 <br /> Cd �uration 1.00 1.00 <br /> CrRepetitive 1.00 <br /> Ch ShearSiress N/A <br /> Cm WeWse 1.00 1.00 1.00 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le= 0.00 Ft <br /> Loatls <br /> � Point TL �istance Par Unif LL Par Unif TL Statl End �� <br /> B=2400 3.0 100 H= 160 0 3.0 <br /> 400 I =640 3A 5.0 <br /> � ' � <br /> H <br /> Ptloads: _ ❑B � <br /> 0 0 <br /> Ri = 1572 R2=2628 <br /> SPAN= 5 FT <br /> Uniform and patlial uniform loads are Ibs perlineal ft. <br />
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