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9216 5TH DR SE 2015 Plans 2022-12-05
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9216 5TH DR SE 2015 Plans 2022-12-05
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Last modified
12/5/2022 9:10:41 AM
Creation date
7/27/2018 2:08:13 PM
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Template:
Address Document
Street Name
5TH DR SE
Street Number
9216
Permit
C1504-003
Year
2015
Notes
RB 1411-001 NEW SFR
Address Document Type
Plans
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PLAN 1958/2198 <br /> BeamChek v2071licensetl to'Michael Johnson Reg# 7992-66428 <br /> GREATROOM <br /> B-1 Date:4/02/14 <br /> Seler.tion f 7-7/8z 9 GLB 24F-V4 DFIDF Lu=0.0 Ft <br /> � Contlitions NDS 2005 <br /> Min Bearing Area R1=33 in' R2=33 in' (�.5) DL Defl= 0.07 in Recom Camber=0.11 in <br /> �a� Beam Span 8.0 ft Reactlon 1 LL 1440 k Reactlon 2 LL 1440 k <br /> Beam Wt per ft 6.83 k Reaction 1 TL 2147 k Reaction 2 TL 2�47 k <br /> � Bm Wt Inclutletl 55 tt Maximum V 2147# <br /> Max Moment 4295'# Max V(Retlucetl) 1745# <br /> TL Max Defl U 240 TL Actual Defl L/570 �ii <br /> iLLMaxDeO U360 LLActualDe9 U990 � <br /> tt �utes _ Secllon In') S�earjln') TLDeflQ� LLDe9 _ _ <br /> Actual 42.19 28.13 0.17 0.10 <br /> Gitical 21.47 10.90 0.40 027 <br /> Status OK OK OK OK <br /> Ratio 51% 39% 42% 36% <br /> Fe lpsq w {�)�es�x mip Fcl(psq <br /> Values ReferenceValues 2400 240 1.8 650 I <br /> Atljustetl Values 2400 240 1.8 650 <br /> Atlius[ments CvVolume 1.000 <br /> Ctl Duralion 1.00 1.00 <br /> Cr Repetltive 1.00 <br /> Ch S�earStress N/A <br /> Cm Wel 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 360 Uniform TL 530 =A <br /> � Uniform Loatl A <br /> 0 0 <br /> R1 =2147 R2=2147 <br /> SPAN =8 FT <br /> Uniform antl partial unRorm loatls are Ibs per lineal fl. <br />
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