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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 v2077 licensed to:Michael Johnson fteg#799&66428 <br /> PLAN2203 GARAGE <br /> GB3 �ate: 2/2fi/14 <br /> Selection � 5-0/8z 15 GLB 24F-V4 DF/DF W = 0.0 Ft <br /> Conditions NDS 2005 <br /> ' Min Bearing Area R1= 7.4 in'R2= 112 in' (L5) �L�efl= 031 in Recom Camber=0.47 in <br /> Dafa Beam Span ifi.0 k Reaction 1 LL 313fi# Reaction 2 LL 3847# <br /> Beam Wt per k iBfiB # Reaction i TL 4809# Reaction 2 TL 7249# <br /> Bm Wt Inclutletl pgg� Maximum V 7249# <br /> MaxMoment 27739'# MaxV (Retlucetl) 7025# <br /> TLMax �e9 U240 TLActual �e9 U321 <br /> LLMax �efl L/3fi0 LLActual �e9 Ufi70 <br /> AtMbutes SecHon Qn') Shear Qn� TL�e9 Qn) LL�efl <br /> Actual 192.19 7fi.88 O.fiO 029 <br /> Critical 13870 4391 0.80 Q53 <br /> Status OK OK OK OK <br /> Ratio 72% 57% 75% 54% <br /> Fb sl Fv (ps) E(psl x mil Fc1 psi <br /> Values Reference Values 2400 240 1.8 fi50 <br /> AdustetlValues 2400 240 1.8 fi50 <br /> Adiushnents CvVolume 1.000 <br /> Ctl �uration 1.00 1.00 <br /> i Cr Repetitive 1.00 <br /> . Ch Shear Stress N/A <br /> � Cm Wet Use 1.00 1.00 1.00 1.00 <br /> G Stability 1.0000 Rb =0.00 Le=0.00 Ft <br /> Loads <br /> �_ f'ointLL PointTL _ �istance ParUnifLL ParUnifTL Start Entl I <br /> 2743 B =fi319 12.0 320 H =400 0 12.0 <br /> 100 I = ifiO 12.0 ifi.0 <br /> �I <br /> H � <br /> Ptloatls: _ 0 J� <br /> � � <br /> R i =4809 R2= 7249 <br /> SPAN = ifi FT <br /> Uniform antl partial uniform loatls are Ibs per lineal k. <br />
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