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9328 4TH AVE SE 2014 Plans 2022-12-05
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9328 4TH AVE SE 2014 Plans 2022-12-05
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Last modified
12/5/2022 9:28:21 AM
Creation date
7/30/2018 1:28:54 PM
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Template:
Address Document
Street Name
4TH AVE SE
Street Number
9328
Permit
C1408-015
Year
2014
Notes
RB1403-006 NEW SFR
Address Document Type
Plans
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PLAN 1690 <br /> BeamC6ek v20771icensetl to:Mic6ael Jo6nson Reg# 7992-66428 <br /> PLAN �690 UPPER HALL <br /> R&� Dale'. Z25/�4 <br /> Selection 6z 10 DF-L k2 Lu =OA Ft <br /> ' Contlitions NDS2005 <br /> M7nBearingArea R�=4.3'm� R2= 3.3 'm� (�.�OLOefl= 0.051n <br /> Data geamSpan 6.Oft Reaction � LL 873# Reaction2LL 1�02# <br /> Beam Wt per ft 7.87# Reaction 1 TL 2670# Reaction 2 TL 2037# <br /> Bm Wt lncluded 47# Maximum V 2670# <br /> Max Moment 3413'# Max V(Reduced) 2541 # <br /> TLMaxDefl L/240 TLActualDefl L/866 <br /> LLMaxDefl L/360 LLActualDefl L/»000 <br /> Attiibutes Section jin'j Shear jin'Z TL Defl Qnj_ LL Defl � <br /> Actual 49.91 32.38 0.08 0.03 <br /> Critical 37.93 21.17 0.30 020 <br /> Status OK OK OK OK <br /> Ralio 76% 65% 28% 15% <br /> Fb si) Fv sl E si x mil Fc1 si <br /> Values ReferenceUalues 900 180 �.6 625 <br /> Ad�usted Ualues �080 180 i 6 625 <br /> Atliustments CF Size Factor L200 <br /> Cd Duration 1.00 L00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> CmWetUse 1.00 1.00 t00 L00 <br /> G Stability 1.0000 Rb=0.00 Le= 0.00 Ft <br /> Coatls <br /> PointTL Dietance ParUnifLL ParUnifTL Start End I <br /> . B= 1500 �.0 100 H = �60 0 1.0 <br /> 375 I =600 1.0 6.0 <br /> � <br /> H � <br /> P(loads�. �� _ <br /> � � <br /> R� = 2670 R2= 2037 <br /> SPAN =6 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />
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