Plans (78) BeamChek v2012 licensed to:Nys Associates Reg#2308-64023
Williamson Kitchen Kitchen beam CB-1
Date: 9/08/16
Selection 4x 10 DF-L#2 Lu=6.0 Ft
Conditions NDS 2005
Min Bearing Area R1=4.2 in2 R2=4.2 in2 (1.5) DL Defl= 0.10 in
Data Beam Span 6.0 ft
Beam Wt per ft 7.87# Reaction 1 TL 2604# Reaction 2 TL 2604#
Bm Wt Included 47# Maximum V 2604#
Max Moment 3905'# Max V(Reduced) 1935#
TL Max Defl L/240 TL Actual Defl L/702
Attributes Section(in3) Shear(in2) TL Defl(in)
Actual 49.91 32.38 0.10
Critical 43.83 16.12 0.30
Status OK OK OK
Ratio 88% 50% 34%
Fb(psi) Fv(psi) E (psi x mil) Fc i(psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 1069 180 1.6 625
Adjustments CF Size Factor 1.200
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
CI Stability 0.9901 Rb= 10.47 Le= 12.09 Ft
Loads Uniform TL: 860 =A
OFFICE COPY
REVISION
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Uniform Load A
o
R1 =2604 R204
SPAN=6 FT
Uniform and partial uniform loads are lbs per lineal ft.
FOR OFFICE USE ONLY—SITE ADDRESS:
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City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
Ifi kr.-
Transmittal Letter
13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 •www.tigard-or.gov
TO: �4'4 DATE ' ' IVED:
DEPT: BUILDING DIVISION 1 i
FROM: 4'zt ;bsri 74*P '�E P 12 2 016
COMPANY: j�� 7--- i i,
1.PtE,1,1': _ Did'�.SAP,
PHONE: � .te gam'
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By:c' • ' .
RE: /(q,e115 ....- -rf,) f, /-4,, >.//'' /4757-02r)/(0—a)39/( ress)
(Permit iumber
Project name or subdivision name and lot umber)
ATTACHED ARE THE FOLLOWING E'
Additional set(s)of plans. Revisions:
Cross section(s) and deta' s. Wall bracing and/or lateral analysis.
Floor/roof framing. Basement and retaining walls.
a Beam calculation . Engineer's calculations.
Other(explain)-
REMARKS:
Routed to Perm' echnician: Date:
q_ 1 Z ) Initials:
Fees Due: ❑ Yes &1 No Fee Description: Amount Due:
S'`J
$
$
$
Special
Instructions:
Reprint Permit(per PE): 1 ❑ Yes ❑No ❑ Done
Applicant Notified: Date: Initials:
I:\Building\Fonns\TransmittalLetter-Revisions 061316.doc