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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 /> BeamChek v2011 licensetl to:Michael Johnson Reg# 7992-66428 <br /> PLAN 1875 HALL <br /> B-4 Date'. 6/18/14 <br /> Selection � (3) 2x 12 DF-L#2 W =OD Ft <br /> Contlitions NDS2005 <br /> Min Bearing Area R1=3.6 in' R2=3.6 in' (1.5) DL Defl= 0.05 in <br /> Data Beam Span 11.0 ft Reaction 1 LL 1760# Reaction 2 LL 1760# I <br /> Beam Wt per k 12.3 # Reaction 1 TL 2268 # Reaction 2 TL 2268# <br /> Bm Wt Included 135 # Maximum V 2268# <br /> Max Moment 6236'# M�V (Reduced) 1881 # <br /> TLM� Defl U240 TLActualDefl L/748 <br /> LLMaxDefl U360 LLActualDefi U>1000 <br /> AtMbutes Section (in� Shear in TL Defl in LL Defl <br /> Actual 94.92 50.63 0.18 0.12 <br /> Critical 83.�5 15.68 0.55 0.37 <br /> Status OK OK OK OK <br /> Ratlo 88% 31% 32% 34% <br /> Fb si Fv (psi) E (psi x mil) Fc I psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adiusted Values 900 180 1.6 625 <br /> Atliustments I CF Size Factor 1.000 <br /> I 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 320 Uniform TC 400 =A <br /> Uniform Load A <br /> � � <br /> Ri =2268 R2=2268 <br /> SPAN =11 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />
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