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10570 SE Washington St
Suite 212
ENGINEERING, LLC Portland,OR 97216
STRUCTURAL ENGINEERING Tel. 503-254-6292
Fax.503-254-6761
LATERAL ANALYSIS fCfl\TFJJ
December 1, 2016 QCTd16
CITYOF TIGARD
Scott Remodel BUILDING DIVISION
10780 SW Errol St.
Tigard, OR 97223
120 mph Ultimate Wind,Exposure B Seismic Category D
2015 IBC/2014 OSSC
Debra Scott
10780 SW Errol St.
Tigard, OR 97223
503-706-0113
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Rowell Engineering "* ,C iNs .<0.�}fJI Y "L Y
Project Number: 1 58367PE
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EXCLUSION OF LIABILITIES
L DISCLAIMER AND RELEASE:
BUYER HEREBY WAIVES,RELEASES AND RENOUNCES ALL WARRANTIES(EXPRESS OR IMPLIED),OBLIGATIONS.AND
LIABILITIES OF ROWELL.ENGINEERING AND ALL OTHER MITES,CLAIMS AND REMEDIES AGAINST ROWELL
ENGINEERING(EXPRESS OR IMPLIED)'`ITH RI:SPEC I TO ANY NONCOMFORMITY,IMPROPER INSTAL l ION.
WORKMANSHIP OR MATERIALS.
II.EXCLUSION OF CONSEQUENTIAL AND OTHER DAMAGES
ROWELL ENGINEERING SHALL HAVE NO OBLIGATION OF LIABILITY,WIIETHER ARISING IN CONTRACT
iINCI CEDING WARRANTY),TORT(INCLUDING ACTIVE,PASSIVE OR IMPUTED NEGLIGENCE)OR OTHERWISE,FOR
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ROWELL ENGINEERING& DESIGN By Date
Project Sheet of
1
7
Project: R-16-156 Scott-Mike Turner f agtge
.Todd Rowell
Location:M61 -New Bathroom Beam Rowell Engineering
Multi-Loaded Multi-Span Beam 10570 SE Washington Street Ste 212 or
[2015 International Building Code(2012 NDS)] ;"' �Portland,OR 97216
3.5 IN x 9.25 IN x 6.0 FT
#2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 12/1/2016 12:25:23 PM
Section Adequate By:20 0%
Controlling Factor:Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.04 IN L/1861
Dead Load 0.03 in
Total Load 0.07 IN L/1096
Live Load Deflection Criteria:U360 Total Load Deflection Criteria:L/240
REACTIONS A
Live Load 1470 lb 1470 lb
Dead Load 1026 lb 1026 lb
Total Load 2496 lb 2496 lb
Bearing Length 1_14 in 1.14 in
BEAM DATA CenterW
Span Length 6 ft
Unbraced Length-Top 0 ft 6 ft
Unbraced Length-Bottom 6 ft
Live Load Duration Factor 1,00
Notch Depth 0.00
MATERIAL PROPERTIES UNIFORM LOADS Center
-DouglaUniform Live Load 490 plf
#2Uniform Dead Load 335 plf
Base Values Adjusted
BeamSelfWeight 7 plf
Bending Stress: Fb= 900 psi Fb'= 1080 psi
Cd=1.00 CF=1.20 TotaallUniform Load 832 Of
Shear Stress: Fv= 180 psi Fv'= 180 psi
Cd=1.00
Modulus of Elasticity: E= 1600 ksi E= 1600 ksi
Comp.-I-to Grain: Fc-1= 625 psi Fc--L = 625 psi
Controlling Moment: 3744 ft-lb
3.0 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: 2496 lb
At left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Reo'd Provided
Section Modulus: 41.6 in3 49.91 in3
Area(Shear): 20.8 in2 32.38 in2
Moment of Inertia(deflection): 50.54 in4 230.84 in4
Moment: 3744 ft-lb 4492 ft-lb
Shear: 2496 lb 3885 lb
NOTES --
Page 8 page
Project R-16-156 Scott-Mike Turner Todd Rowell
Location:MB2-New Window HeaderRowell Engineering
Multi-Loaded Multi-Span Beam 10570 SE Washington Street Ste 212 of
[2015 International Building Code(2012 NDS)] Portland,OR 97216
3.5 IN x 7.25 IN x 6.0 FT
#2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 12/5/2016 12:17:45 PM
Section Adequate By:50.8%
Controlling Factor:Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.04 IN L/1793
Dead Load 0.03 in
Total Load 0.07 IN L/997
Live Load Deflection Criteria:U360 Total Load Deflection Criteria:L/240
REACTIONS A
Live Load 735 lb 735 lb
Dead Load 587 lb 587 lb
Total Load 1322 lb 1322 lb
Bearing Length 0.60 in 0.60 in
BEAM DATA Center W
Span Length 6 ft
Unbraced Length-Top 0 ft A 6H _
Unbraced Length-Bottom 6 ft
Live Load Duration Factor 1.00
Notch Depth 0.00
MATERIAL PROPERTIES UNIFORM LOADS Center
#2-Douglas-Fir-Larch Uniform Live Load 245 plf
Uniform Dead Load 190 plf
Base Values Adjusted Beam Self Weight 6 plf
Bending Stress: Fb= 900 psi Fb'= 1170 psi Total Uniform Load 441 plf
Cd=1 A0 CF=1.30
Shear Stress: Fv= 180 psi Fv`= 180 psi
Cd=1.00
Modulus of Elasticity: E= 1600 ksi E= 1600 ksi
Comp.-L to Grain: Fc-1= 625 psi Fc-a'= 625 psi
Controlling Moment: 1982 ft-lb
3.0 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: -1322 lb
At right support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Read Provided
Section Modulus: 20.33 in3 30.66 in3
Area(Shear): 11.01 in2 25.38 in2
Moment of Inertia(deflection): 26.76 in4 111.15 in4
Moment: 1982 ft-lb 2989 ft-lb
Shear: -1322 lb 3045 lb
NOTES