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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 licensed to:hfichael Johnson Reg# 7992-66428 <br /> DINING ROOM <br /> B-2 Date:627/�4 <br /> Selection 34/8x 9 GLB 2dF-Vd DF/DF Lu=0.0 Ft <br /> Conddions NDS2005 <br /> M7nBearingArea R1=4Dln' R2=4Aln' (�.5) DLDefl= 0A87n FecomCamber-0.13in <br /> Data Beam Span 8A ft Reaction 1 LL 1760# Reaction 2 LL 1760# <br /> Beam Wt per ft 6.83# Reaction � TL 2587# Reaction 2 TL 2587# <br /> Bm Wt Included 55# Maximum V 2587# <br /> Max Moment 5175 Y! Max V(Retluced) 2102# <br /> TLMaxDefl U240 TLAc[ualDefl U475 <br /> LL Max Defl L B60 LLActual Defl U 810 <br /> Atinbutes Section in' Shear in' TL Defl in LL Defl <br /> Actual 42.19 28.�3 020 0.�2 <br /> Critical 25.87 13.14 0.40 027 <br /> Status OK OK OK OK <br /> Ratio 6�% 47% 5�% 44% <br /> Fb si Fv si E si x mil Fc I si <br /> Values ReferenceValues 2400 240 �.8 650 <br /> Ad'usted Values 2400 240 1.8 650 <br /> Adiusbnerrts CvVolume 1.000 <br /> Cd Duretian 1.00 1A0 <br /> CrRepetitive 1.00 <br /> Ch ShearShess N/A <br /> Cm Wet Use �.00 1.00 1.00 1.00 <br /> ClStabilily t0000 Rb=0.00 Le=0A0Ft <br /> Loatls Uniform LC 440 Uniform TC 640 =A <br /> Uniform Load A j <br /> 0 0 <br /> Ri =2587 R2=2587 <br /> SPAN=8 FT <br /> Uniform antl partial wiform loads are Ibs per lineal R. <br />
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