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E' CM <br /> MEMBER REPORT PASSE® <br /> Level, BM-1 <br /> 2 piece(s)2 x 10 DF No.2 <br /> Overall Length:6'3" <br /> j �j ya�,3�S <br /> { 7a'%?4t �tSffl4 `Y �` {fi t/tz 4yt YZYt;s�2 zi k jiff�� J<f i �2.u� l� rL \ + <br /> Y i <br /> F y <br /> —D <br /> a a <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> 1150 <br /> <ti s} 1 lY ns tY r`LD ) '+3ad`Can►br`natran P "rh r.`+' System:Wall 11 r5 A�a�tM . _. 1;c"kI s t � 3. <br /> Member Reaction Ibs 2116 @ 0 2813 1.50' Passed(75%) -- 1.0 D+1.0 5(AII Spans) Member Type:Header <br /> Building Use:Residential <br /> Shear(Ibs) 1509 @ 10 3/4" 3830 Passed(39%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 <br /> Moment(Ft-Ibs) 3306 @ 3'1 1/2" 4059 Passed(81%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.045 @ 3'1 1/2" 0.208 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) <br /> Total Load Defl.(in) 0.073 @ 3'1 1/2" 0.313 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) <br /> •Deflection criteria:LL(L/360)and TL(L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Applicable calculations are based on NDS. <br /> rr BPtit(Inff`l each 'yri jtJ4i7ttbadS of Supflorl5163} *4 <br /> tint <br /> I t <br /> -U z➢ �s Fi}lt Y {F,t�`l i3tt� Arxessarie� <br /> ..2:..,, ^`,iS:�E �n° <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 807 1309 2116 None <br /> 2-Trimmer-SPF 1.50" 1.50" 1.50" 807 1309 2116 None <br /> ... 11 'l ds 41 za t y,� t r s <br /> C8 e181 Bracincl Bracrng3tttervals 1 �t C3YPIYrfenlS j'hzJ r�(i�z�`� ti iif <br /> Top Edge(Lu) 6'3"o/c <br /> Bottom Edge(Lu) 6'3"o/c <br /> -Maximum allowable bracing intervals based on applied load. <br /> p L0 5 _ LOtahon � TYsbuCa VYtdtt: ON'! Camment5 <br /> 0-Self Weight(PLF) 0 to 6'3" N/A 7.0 <br /> 1-Uniform(PSF) 0 to 6 3" 13' 15.0 25.0 Default Load <br /> 2-Uniform(PSF) 0 to 6 3" 3'9" 15.0 25.0 Default Load <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties <br /> 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 jurisdiction.The designer of record,builder or framer is <br /> responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at <br /> Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 <br /> and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to <br /> www.weyerhaeuser.com/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ForteWES Software Operator lob Notes 4/19/2022 6:13:45 PM UTC <br /> Kyriakos Moroseos <br /> CDENGR ForteWEB v3.2, Engine:V8.2.0.17, Data:VS.1.0.16 <br /> (425)268-5946 <br /> mettaxam@gmail.com Weyerhaeuser File Name: BIRUK <br /> _..- Page 3/8 <br />