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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
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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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, . PLAN9875 <br /> 6eamChek v20771icensetl to:Michael Johnson Reg#7992-66428 <br /> PLAN1875 GARAGE <br /> GB 1 Date: 6/18/14 <br /> Selection (J)2x 72 �F-LN2 W =0.0 FI W@OH=0.0 FI <br /> Contlitions NOS 2005, Overhang <br /> MinBearingArea R1=0.4in' R2=42in° (1.5) DLDefI= 0.04in. <br /> Data Beam Span 12D ft Reaction 1 LL 253# Reaction 2 LL 1267# <br /> Beam WI per ft 12.3# Reaction 1 TL 233# Reaction 2 TL 2613# <br /> BmWtlnclutletl 172# MaximumV 1859# OverhangLength 2.Oft <br /> MaxMoment 3133'# Max V(Retlucetl) 1585# Total Beam Length 14.0 ft <br /> TL Max Defi L/240 TLActual Defl L/ < 1000 OH TLActual Defl L/>1000 <br /> LLMacDefl L/360 LLActualDefl L/>1000 OHLLActualDefl L/>1000 <br /> Attnbutes Section in' Shear(in' TL Defl in LL Defl OH TL Defl OH LL Defl <br /> Actual 94.92 50.63 0.02 <0.01 0.04 0.00 <br /> Critical 4177 1320 0.60 0.40 020 0.13 <br /> Status OK OK OK OK OK OK <br /> Ratio 44% 26% 4% 2% 20% 2% <br /> Fb psi Fv si E si x mil Fc I si <br /> Values Reference Values 900 180 1.6 625 <br /> Ad ustetl Values 900 180 1.6 625 <br /> Atliustments CF Size Factor 1.000 <br /> Ctl 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 FI <br /> CI Stability @ OH 1.0000 Rb=0.00 Le =0.00 FI <br /> Loatls Uniform LL 60 Uniform TL: 70 =A (Uniform Ltl on Backspan� <br /> Point LL Point TL Distance Par Unif LL Par Unif TL Start Entl <br /> � aao F = iz�a �oH� z.o iso K= zao �oH� o z.o <br /> Uniform Loatl A � K <br /> Ptloatls: IF <br /> � � <br /> Ri =233 R2=2613 <br /> BACKSPAN= 12 FT OH =2 FT <br /> Uniform antl partial uniform loatls are Ibsper lineal ft. Overhanging loatl tlistances arefrom R2. <br />
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