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412 94TH PL SE 2014 Plans 2022-12-06
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412 94TH PL SE 2014 Plans 2022-12-06
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Last modified
12/6/2022 8:42:12 AM
Creation date
7/27/2018 2:18:56 PM
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Address Document
Street Name
94TH PL SE
Street Number
412
Permit
C1406-016
Year
2014
Notes
RB 1403-008 NEW SFR
Address Document Type
Plans
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PLAN 2203 <br /> BeamChek v2077 licensed to:Michael Johnson Reg# 7992-66428 <br /> PLAN 2203 COVERED PATIO <br /> - B-2 Date:2/26/14 <br /> Selection (3)2x 12 DF-L#2 W=0.0 Ft <br /> Conditions NDS2005 <br /> M7nBeanngArea R1=277n' R2=277n' (1.� DLDeFI= 0.197n <br /> Dafa Beam Span 14.0 fl Reaction 1 LL 840# Reaction 2 LL 840# <br /> Beam Wt per FI 12.3# Reaction 1 TL 1696# Reaction 2 TL 1696# <br /> Bm Wt lncluded 172 # Maximum V 1696# <br /> Max Moment 5936'# Max V (Reduced) 1A69# <br /> TLMaxDefl U240 TLActualDeN U548 <br /> LL Max Defl U360 LLActual Defi U>1000 <br /> A(tnbutes Sectlon In'Z Shear In TLDefi Qn) _ LLDeFI <br /> Actual 94.92 50.63 0.31 0.12 � <br /> Cntical 79.15 1224 070 047 <br /> Status OK OK OK OK <br /> Ratio 83% 24% 44% 26% <br /> Fb sl Fv ps) E sl x mll Fc1 s� <br /> Values Reference Ualues 900 180 1.6 625 <br /> Adjusted Values 900 180 1.6 625 <br /> Adiushnents CF Size Factor 1.000 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> . Ch ShearStress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> CI Stablllty 1.0000 Rb=ODO Le=0.00 Ft <br /> Loatls Unifortn LL 120 Uniform TL 230 =A <br /> Uniform Load A <br /> � _ � <br /> � 0 <br /> R1 =1696 R2 =1696 <br /> SPFN =1A FT <br /> Uniform and partial uniform loads are Ibs per lineal R. <br />
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