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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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Template:
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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No
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' � PLAN 2203 <br /> BeamChek v2077licensed to: Michael Johnson Reg# 799&66428 <br /> PLAN 22�3 DINING ROOM <br /> - B3 Date: 2/26/14 <br /> Se/� 4x 10 DF-L K2 W=0A Ft I <br /> Conditions N�S 2005 <br /> Min Bearing Area R�= 2.8 in' R2= 2.8 in' (t5) DLDefI= �.�3 in <br /> Data Beam Span BA ft Reaction t LL �36�# Reaction 2 LL �360# <br /> Beam Wt perft 7.87# Reaction 1 TL �731 # Reaction 2 TL �73� # <br /> Bm Wt lnclutletl 63# Maximum V �73� # <br /> MaxMoment 3463'# MaxV(Retlucetl) �398# <br /> TLMaxDefl L/24� TLActualDefl L/804 <br /> LLMaxDefl L/360 LLActualDefl L/»�0� <br /> Attiibutes Secfion in'L Shear(n') TLDefI In LLDefI <br /> Actual 49.9� 32.38 0.�2 0.�8 <br /> Critical 38A8 1�.65 �40 �27 <br /> Status OK OK OK OK <br /> Ratio 77% 36% 3�% 32% <br /> Fb & FV SI) E 51 %TII FC.I P51 <br /> Values I ReferenceUalues 900 �8� t6 625 <br /> AtlLstetl Values t080 �80 1.6 625 <br /> Adiustments CFSizeFactor t2�0 <br /> , Ctl Duration t.00 1.00 <br /> i Cr Repetitive too <br /> Ch Shear Stress N/A <br /> cmwetuse too �.00 i.00 �.00 _ _ _ <br /> Ici stabiiiry �.0000 Rb=o.00 �e=o.00 Ft <br /> Loatls Unifortn LL: 340 Uniform TL 425 =A <br /> Unlform Loatl A <br /> � 0 <br /> R� _�73� R2=�73� <br /> SPAN =8 FT <br /> Uniform antl partial uniform loatls are Ibs per lineal ft. <br />
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