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318 94TH PL SE 2015 Plans 2022-11-29
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318 94TH PL SE 2015 Plans 2022-11-29
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Last modified
11/29/2022 3:28:25 PM
Creation date
7/31/2018 9:24:47 AM
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Address Document
Street Name
94TH PL SE
Street Number
318
Permit
C1502-013
Year
2015
Notes
RB1403-005 NEW SFR
Address Document Type
Plans
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No
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PLAN 22fi7 <br /> BeamChek v2011 licensetl to: Michael Johnson Reg#7992-66428 <br /> PLAN 2267 GARAGE <br /> GB-3 Date'. 226/14 <br /> Selection 5-VSx 'Ifi-0l2 GLB24F-V4DFIDF Lu =0.0Ft <br /> ' Contlitions NDS 2005 <br /> Min BearingArea R1= 7.8 in'R2= 10.0 in' (L5) DL Defl= 026 in Recom Camber-039 in <br /> Oata eeam Span 16.0 tt Reaction 1 LL 3157# Reaction 2 LL 3495# <br /> Beam Wt perft 2Q55# Reaction 1 TL 5081 # Reaction 2TL fi483# <br /> Bm Wt Included 329# Maximum V fi483# <br /> MaxMoment 32864'# MaxV (Reduced) 6234# <br /> TL Max De9 L/240 TLActual De9 L/396 <br /> LLMaxDefl L/360 LLActualDefl LB53 <br /> Attiibutes Section in' Shear in' TLDefI in LLDefI <br /> Actual 23255 8456 0.49 022 <br /> Cntical 165.59 38.97 0.80 Q53 <br /> Status OK OK OK OK <br /> Ratio 71% 46% 61% 42% <br /> Fb si Fv si E si x mil Fc I si <br /> Values � Reference Values 2400 240 1.8 650 <br /> I Ad'usted Values 2389 240 1.8 650 <br /> Atliustments Cv Volume 0.995 <br /> Cd Duration 1.00 1.00 <br /> i CrRepetitive 1.00 <br /> Ch ShearStress 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 /> Loatls <br /> PointLL PointTL Distance ParUnifLL ParUnifTL Start End <br /> 3162 B =6680 10.5 280 H= 350 0 10.5 <br /> 100 I = 160 1 Q5 16.0 <br /> ' I <br /> H I� <br /> Ptloads'. � ❑B� <br /> � 0 <br /> R i =5081 R2 =6483 <br /> SPAN = i6 FT <br /> Uniform and partial uniform loads are Ibs perlineal ft. <br />
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