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9321 5TH DR SE 2014 Plans 2022-11-04
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9321 5TH DR SE 2014 Plans 2022-11-04
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Last modified
11/4/2022 1:54:46 PM
Creation date
7/16/2018 10:35:49 AM
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Template:
Address Document
Street Name
5TH DR SE
Street Number
9321
Permit
C1406-014
Year
2014
Notes
RB1403-004 NEW SFR
Address Document Type
Plans
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PLAN 2070 <br /> BeamChek v2011 licensed to:Michael Johnson Reg# 7992-66428 <br /> PLAN 2070 FOYER <br /> ` B-5 Date: 2/25/14 <br /> Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu =0.0 Ft <br /> _ Conditions NDS 2005 <br /> Min Bearing Area R1=3.6 inz R2=3.6 inZ (1.5) DL Defl= 0.30 in Recom Camber=0.44 in <br /> Data Beam Span 10.5 ft Reaction 1 LL 1050# Reaction 2 LL 1050# <br /> Beam Wt per ft 6.83 # Reaction 1 TL 2346# Reaction 2 TL 2346# <br /> Bm Wt Included 72 # Maximum V 2346# <br /> Max Moment 6158'# Max V(Reduced) 2011 # <br /> TL Max Defl L/240 TL Actual Defl L/277 <br /> LL Max Defl L/360 LL Actual Defl L/788 <br /> Attributes Section (in3) _ Shear inZ) TL Defl (in) LL Defl <br /> Actual 42.19 28.13 0.46 0.16 <br /> Critical 30.79 12.57 0.53 0.35 <br /> Status OK OK OK OK <br /> RBtio 73% 45% 87% 46% <br /> Fb psi) Fv ( si E psi x mil) Fc�(psi) <br /> Values Reference Values 2400 240 1.8 650 <br /> Ad'usted Values 2400 240 1.8 650 <br /> Adiustments 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: 200 Uniform TL: 440 =A <br /> Uniform Load A <br /> �— . —� <br /> � 0 <br /> R1 =2346 R2=2346 <br /> SPAN = 10.5FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />
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