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9330 4TH AVE SE 2014 Plans 2022-11-22
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9330 4TH AVE SE 2014 Plans 2022-11-22
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Last modified
11/22/2022 3:58:01 PM
Creation date
7/31/2018 8:39:20 AM
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Template:
Address Document
Street Name
4TH AVE SE
Street Number
9330
Permit
C1408-019
Year
2014
Notes
RB1408-001 NEW SFR
Address Document Type
Plans
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� PLAN 1875 <br /> BeamChekv20111icensed[o:MichaelJohnson Reg#79 92-6 64 2 8 <br /> PLAN 1875 GARAGE <br /> GB-2 Date:6A 8/14 <br /> Selec[ion � 5-1/8x 15 GLB 24F-V4 DF/DF Lu =OA Ft <br /> Condi[ions NDS 2005 <br /> Min Beanng Area R1= 8.1 in' R2=7.8 in' (1.5) DL Defl= 026 in Recom Camber-038 in <br /> Data Beam Span 19A k Reaction 1 LL 3800# Reaction 2 LL 3800# <br /> Beam Wt per R 18 68# Reaction 1 TL 5237# Reaction 2 TL 5071 # <br /> Bm Wt InGuded 355 # Maximum V 5237# <br /> Max Moment 24785'# Max V(Reduced) 4589# <br /> TLMaxDefl L/240 TLActualDefl L/322 <br /> LLMaxDefl L/360 LLActualDefl L/505 <br /> Attnbu[es Section (in') Shear(in') TL Defl (in) LL Defl <br /> Actual 192.19 76.88 071 Q45 <br /> Cntical 12546 2888 095 0.63 <br /> Status OK OK OK OK <br /> Ratio 65% 37% 74% 71% <br /> Fb si W si E si x mil Fc1 si <br /> Values Reference Values 2400 240 1.8 650 <br /> Ad-usted Values 2371 240 1.8 650 <br /> Adius[men[s CvVolume 0988 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch ShearStress N/A <br /> CmWetUse 1.00 1A0 1A0 1.00 <br /> CI Stability 1.0000 Rb= 0.00 Le=0.00 Ft <br /> Loads Uniform LL:400 Uniform TL 500 =A <br /> PointTL Distance I <br /> B= 453 6A <br /> Uniform Load A <br /> Ptloads �I ❑B <br /> � � <br /> Ri =5237 R2=5071 <br /> SPAN = 19 FT <br /> Uniform and partial uniform loads are Ibs perlineal ft. <br />
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