HomeMy WebLinkAboutLA196715 �IFfJRTE*� �� / �!r i /�l�{rnq �/a�� ��Y
MEMBER RERORfi ��,m�.`.�# ,C��"7 �'��� PASSED
PATIO DOOR,REYVOLD
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All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Desi n Results Actual�Locatlon Allowed ResuR LDF Load:Combination(Pattem) System:Wall
Member Reaction(Ibs) 6200 @ 4 1/2" 15225(6.00") Passed(41%) -- 1.0 D+1.0 S(All Spans) Member Type:Header
Building Use:Residential
Shear(Ibs) 4588 @ 1'S 7/8" 9081 Passed(51%) 1.15 1.0 D+1.0 S(All Spans) Building Code:►sc 2018
Moment(Ft-Ibs) 14693 @ 4'6" 20525 Passed(72%) 1.15 1.0 D+1.0 S(All Spans) oesign Methodology:ASD
Live Load Defl.(in) 0.117 @ 4'6" 0.206 Passed(U844) -- 1.0 D+1.0 S(All Spans)
ToWI Load Defl.(in) 0.211 @ 4'6" 0.412 Passed(L/469) -- 1.0 D+1.0 S(All Spans)
•Defledion criteria:LL(L/480)and TL(L/240).
•Allowed moment does not reFlect the adjustment for the beam stability factor.
BeaNng Length Loads to Supports Qbs)
SUpPO1tS Total Available Required Dead Flaor Live Snow ToUT Att�ryes
1-Trimmer-SPF 6.00" 6.00" 2.44" 2840 1080 3360 7280 None
2-Trimmer-57F 6.00" 6.00" 2.44" 2840 1080 3360 7280 None
Lateral Bracing sracing intervals Comments
Top Edge(Lu) 8'9"o/c
Bottom Edge(Lu) 9'o/c
•Maximum albwable bracing intervals based on applied load.
Dead Floor Live Snow
Vertical Loads �owt�oo Tributary Width �0.90) �i.00) (i.is� Comments
0-Self Weight(PLF) 0 to 9' N/A 12.1 -- --
i-Uniform(PSF) 0 to 9' 6' 15.0 40.0 - 2ND FLOOR
2-Uniform(PLF) 0 to 9' N/A 100.0 - - WALL
3-Unifortn(PSF) 0 to 9' 16' 20.0 - 35.0 ROOF
4-Point(Ib) 4'6" N/A 980 - 1680 RIDGE BM
We erhaeuser Notes
Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties
related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdidion.The designer of record,builder or framer is
responsible to assure that this calculation is compatlble with the overell project.Accessories(Rim Board,Blocking Panels and Squash Blxks)are not designed by this software.Productr manufactured a[
Weyerhaeuser facilities are third-party certified to sustainable forestly standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluatlon reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards.For current code evaluation reportr,Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproductr/docu ment-li brary.
The product applicadon,input design loads,dimensions and support infortnatlon have been provided by ForteWEB Software Operator
ForteWEB Soflware Operator )ob Notes 12/3/2021 4:48:29 PM UTC
Jackie Trombley �
Weekes Forest Products ForteWE6 v3.2, Engine:V8.2.0.17,Data:V8.1.0.16
(651)644-9807
jackie.trombley@weekesforest.com Weyerhaeuser File Name: 111 BEAM CALCS
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