Specifications 15785 SIN 111409ROOV M$t2OI9 00q37
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KEEFE RESIDENCE
OFFICE COPY
15785 SW Alderbrook Circle,Tigard,OR 97224
November 24, 2019
EA Project No. 2019.500
66915PE
5.40
OREGON
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EXPIRATION DATE. 12-31-2019
Eric Anderson, PE, SE
746 NE Center Street
White Salmon,WA 98672
503-804-2690 office
Governing Code: Oregon Residential Specialty Code, current edition
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2018
2018 IEBC, SECTION 503.4 Existing Structural Elements Carrying Lateral Load
EXCEPTION: Any existing lateral-load carrying structural element whose
demand-capacity ratio with the alteration considered is not more than 10 percent
greater than its demand-capacity ratio with the alteration ignored shall be permitted to
remain unaltered.
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BeamChek v2018 licensed to:Eric Anderson Reg#2999-68641
2019.500 Keefe Residence SGD Header
Beam 1 Prepared by: ELA Date: 11/22/19
Selection 4x 10 DF North#2 Lu =5.0 Ft
Conditions NDS 2015
Min Bearing Area R1= 3.9 in2 R2= 3.9 in2 (1.5)DL Defl= 0.02 in
Data Beam Span 5.0 ft Reaction 1 LL 1690# Reaction 2 LL 1690#
Beam Wt per ft 7.87# Reaction 1 TL 2425# Reaction 2 TL 2425#
Bm Wt Included 39# Maximum V 2425#
Max Moment 3031 '# Max V(Reduced) 1677#
TL Max Defl L/240 TL Actual Defl L/>1000
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl
Actual 49.91 32.38 0.04 0.03
Critical 35.93 13.98 0.25 0.17
Status OK OK OK OK
Ratio 72% 43% 17% 15%
Fb(psi) Fv(psi) E (psi x mil) Fc I(psi)
Values Reference Values 850 180 1.6 625
Adjusted Values 1012 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
Cl Stability 0.9923 Rb=9.66 Le = 10.30 Ft
Loads Uniform LL:676 Uniform TL: 962 =A
Uniform Load A
R1 =2425 R2=2425
SPAN =5 FT
Uniform and partial uniform loads are lbs per lineal ft.