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LATERAL ANALYSIS
a
June 22, 2023
Bissett Patio Cover
11803 SW Penny Lane
Tigard, OR 97223
Snow 25 psf
2018 IBC /2019 OSSC
Micah Day Construction
13920 SW River Lane
Portland, OR 97224
503-502-6655
mdavconstruction emsn.com
Rowell Engineering ED PRO/A.Ss
Project Number: tea`' �GIN�F ,.
R-23-012 ? 58. 7Pe /
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EXCLUSION OF LIABILITIES
I.DISCLAIMER AND RELEASE
BUYER HEREBY WAIVES,RELEASES AND RENOUNCES ALL WARRANTIES(EXPRESS OR IMPLIED),OBLIGATIONS,AND
LIABILITIES OF ROWELL ENGINEERING AND ALL OTHER RIGHTS,CLAIMS AND REMEDIES AGAINST ROWELL
ENGINEERING(EXPRESS OR IMPLIED)WITH RESPECT TO ANY NONCOMFORMITY,IMPROPER INSTALLATION,
WORKMANSHIP OR MATERIALS.
II.EXCLUSION OF CONSEQUENTIAL AND OTHER DAMAGES
ROWELL ENGINEERING SHALL HAVE NO OBLIGATION OF LIABILITY,WHETHER ARISING IN CONTRACT
(INCLUDING WARRANTY),TORT(INCLUDING ACTIVE,PASSIVE OR IMPUTED NEGLIGENCE)OR OTHERWISE,FOR
LOSS OF USE,REVENUE OR PROFIT,OR FOR ANY OTHER INCEDENTAL OR CONSEQUENTIAL DAMAGES.
III.THIS PRODUCT IS FOR A SINGLE USE ONLY AND IS NOT TO BE REUSED WITHOUT SPECIFIC AUTHORIZATION.
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Project: R-23-012 BISSETT PATIO COVER-MICAH DAY ___ StruCalc 9.0 Page 4 page
Location:RB1 -PATIO ROOF SUPPORT BEAM 177
e
Multi-Loaded Multi-Span Beam w
(2015 International Building Code(2015 NDS))
7.5 IN x 11.5 IN x 16.0 FT Pressure Treated
i2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.6 6/22/2023 4:47:26 PM
Section Adequate By:8.4%
Controlling Factor:Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.24 IN L/813
Dead Load 0.17 in
Total Load 0.40 IN U478
Live Load Deflection Criteria:U240 Total Load Deflection Criteria: U1 BO
REACTIONS A a
Live Load 1504 lb 1504 lb
Dead Load 1054 lb 1054 lb
Total Load 2558 lb 2558 lb
Bearing Length 0.55 in 0.55 in
w
BEAM DATA Center
Span Length 16 ft
Unbraced Length-Top 0 ft A=- 16 ft
Unbraced Length-Bottom 16 ft
Live Load Duration Factor 1.15
Notch Depth 0.00
)MATERIAL PROPERTIES UNIFORM LOADS Center
#2-MATDouERIAL
Unifomt Live Load 188 plf
9 Uniform Dead Load 113 plf
Base Values Adjusted Beam Self Weight 19 plf
Bending Stress: Fb= 875 psi Fb'= 805 psi Total Uniform Load 320 plf
Cd=1.15 CF=1.00 Ci=0.80
Shear Stress: Fv= 170 psi Fv'= 156 psi
Cd=1.15 Ci=0.80
Modulus of Elasticity: E= 1300 ksi E'= 1235 ksi
Ci=0.95
Comp.--to Grain: Fc--1-= 625 psi Fc-1'= 625 psi
Controlling Moment: 10230 ft-lb
8.0 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: -2558 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: 152.5 in3 165.31 in3
Area(Shear): 24.53 in2 86.25 in2
Moment of Inertia(deflection): 357.8 in4 950.55 in4
Moment: 10230 ft-lb 11090 ft-lb
.Shear: -2558 lb 8993 lb
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