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>91 F O R B �1 ® MEMBER REPORT PASSE© <br /> Level, BM-2 <br /> 1 piece(s)4 x 8 DF No.2 <br /> Overall Length:8'4 1/2" <br /> + <br /> =si Sit -�� � z t= <br /> t.,:.,.a 2 t�.5i. .1`.,,A I�r,i ,Yo%,x�< �=rsi vx 4� J. >S}„.. ..is i, r:2 .z i car�sf.,1. 0 <br /> P <br /> �q' EU. <br /> L � i ll�; �( c�P��s's�=,, 2"' u{�S��ti iS.; t�ja f� 1x... .. xl t�i�z4Ea <br /> _ --. 3 b L u 1il, : use <br /> 7'9 1/2" <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> t v�r �allbeatiYn„�a t.x,l �4 t f c Ylzz`��t�Zrt�r z Sy <br /> stem Floor <br /> 22 <br /> Member Reaction(lbs) 676 @ 2" 5206(3.50") Passed(13%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam <br /> Shear(Ibs) 531 @ 30 3/4" 3502 Passed(15%) 1.15 1.0 D+1.0 S(AB Building Use:Residential Spans) Building Code:ISC 2015 <br /> Moment(Ft-Ibs) 1305 @ 4'2 1/4" 3438 Passed(38%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.0510 4'2 1/4" 0.268 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) <br /> Total Load Defl.(in) 0.085 @ 4'2 1/4" 0.402 Passed(L/999+) 1.0 D+ 1.0 5(Alf Spans) <br /> • Deflection criteria:LL(L/360)and TL(L/240). <br /> •Afiowed moment does not reflect the adjustment for the beam stability factor. <br /> • Applicable calculations are based on NDS. <br /> t ii �� t�>>t i. \t it(J �{ ��i��'�4dMKt9l.@1irFi' {zti Sift 14ad'�ztn$i rt5 Ibs t <br /> Ply <br /> Stappdrt$ <br /> T 31SSOYfPS f <br /> 1-Stud wall-SPF 3,50" 3.50" 1.50" 270 406 676 Blocking <br /> 2-Stud wall-SPF 3.50" 3.50" 1.50" 270 406 676 Blocking <br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full load is appiied to the member being designed. <br /> lateral Bracing Brd`�1g Ii�tt21Ya�5�t335 ft< Gbriimvp4es it cis 1° <br /> d �3 �� � <br /> i <br /> Top Edge(Lu) 8'5"o/c <br /> Bottom Edge(Lu) 8'5"o/c <br /> -Maximum allowable bracing intervals based on applied load. <br /> �y "DOadrlo1N <br /> �el'tIC8�L.(fa[Iti `z� Coratson(Srtle� � , �»binary Wilt# yt?G 9b) _ >�Y i� 'Comments <br /> 0-Self Weight(PLF) 0 to S'4 1/2" N/A 6.4 <br /> 1-Uniform(PSF) 0 to 8'4 1/2"(Front) 3'10 1/2" 15.0 25.0 Default Load <br /> user,�Notes � ` <br /> i <br /> Weyerhaeuser warrants that the Siang 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-parry 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 Jab Notes <br /> 4/19/2022 6:13:45 PM UTC <br /> Kyriakos Moroseos <br /> CDENGR ForteWEB v3.2, Engine:V8.2.0.17, Data: V8.1.0.16 <br /> (425)268-5946 <br /> mettaxam@gmail.com Weyerhaeuser File Name: BIRUK <br /> Page 4/8 <br />