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9318 5TH DR SE 2015 Plans 2022-12-06
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9318 5TH DR SE 2015 Plans 2022-12-06
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Last modified
12/6/2022 8:45:57 AM
Creation date
7/31/2018 7:51:39 AM
Metadata
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Template:
Address Document
Street Name
5TH DR SE
Street Number
9318
Permit
C1504-002
Year
2015
Notes
RB1408-001 NEW SFR
Address Document Type
Plans
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. . av,N ie�s <br /> BeamChek v2077 licensetl to:Michael Johnson Reg fk 79 9 2-6 64 28 <br /> DINING ROOM <br /> B-2 Date:6/27/14 <br /> Selectian 3-1/8x 9 GLB 24F-V4 DF/DF Lu =0.0 Ft <br /> Cantlitians N�52005 <br /> Min Bearing Area R1=4.0 in' R2=4.0 in' (1.5) DL Defl= 0.08 in Recom Camber-0.13 in <br /> Oata Beam Span 8-0 ft Reaction 1 LL 1760# Reaction 2 LL 1760# <br /> Beam Wt per ft 6.83# Reaction 1 TL 2587# Reaction 2 TL 2587# <br /> Bm Wt Included 55# Maximum V 2587# <br /> MaxMoment 5175'# MaxV(Reduced) 2102# <br /> TLMaxDefl U240 TLActualDefl U475 <br /> LL Max Defl L B60 LL Actual Defl U 810 <br /> Attnbutes Section in' Shear in' TL Defl in LL Defl <br /> Actual 42.19 28.13 020 0.12 <br /> Critical 25.87 13.14 0.40 027 <br /> Status OK OK OK OK <br /> Ratio 61% 47% 51% 44% <br /> Fb si Fv si E si x mil Fc I si <br /> Ualues Reference Values 2400 240 1.8 650 <br /> Ad'usted Values 2400 240 1.8 650 <br /> Atliushnents Cv Volume 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 /> Loads Uniform LL:440 Uniform TL'. 640 =A <br /> Uniform Load A <br /> � � <br /> 0 0 <br /> Ri =2587 R2=2587 <br /> SPAN = 8 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />
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