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IE®RTE'M <br /> MEMBER REPORT PASSED <br /> Level, BM-4 <br /> 2 piece(s)2 x 10 HF No.2 <br /> Overall Length:9'9 1/2" <br /> + <br /> 0 0 <br /> ty i� !�'tsi i ri i i3�Sr uF yZ�W' i" t i y ls' <br /> 'cal-z',a. xasl���. o'«Yitil',, �zx'tt`3. 'tisa,�Lttuu: ,�, , <br /> 2' 7'9 112" <br /> ❑� 0 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> , <br /> x S1 1l e e �Stt �1 WC�17oYl�it s3ip tvt <' i x a� r� <br /> 9..._ . .. . ... . �� ��(4 >� t,ttoiw <.,,R�wlti . x tF W 4 m4�1+ 6on,{Pattem '` System:Floor <br /> z,... ) r> <br /> mot. <br /> Member Reaction(Ibs) 913 @ 2'1 3/4" 4253(3.50") Passed(21%) - 1.0 D+1,0 S(All Spans) Member Type:Flush Beam <br /> Shear(ibs) 685 @ 1'2 3/4" 3191 Passed(21%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Building Code:IBC 2015 <br /> Moment(Ft-Ibs) -1467 @ 2'1 3/4" 3833 Passed(38%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.040 @ 0 0.200 J Passed(2L/999+) -- 1.0 D+1.0 S(All Spans) <br /> Total Load Defl.(in) 0.066 @ 0 1 0.215 Passed(2L/780) -- 1.0 D+1.0 S(All Spans) <br /> •Deflection criteria:LL(L/480)and TL(L/240). <br /> •Overhang deflection criteria:LL(2L/0.2")and TL(2L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Applicable calculations are based on NDS. <br /> t`jr� <br /> nt i h K rysv Yi Ylc n`atIf 'tizil.' <br /> '�.e,. 1�. Tatat Avarla5le Required Dead Sniov�t ti}yTotal+t �.ccessonvs.�,z�ft��f������,���t <br /> 1-Stud wail-SPF 3.50" 3.50" 1 5 <br /> 0" 391 522 913 Blocking <br /> 2-Stud wall-SPF 3.50" 2.25" 1.50., -53 -116 -169 1 1/4"Rim Board <br /> •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. <br /> i•�Blloo�ckiing Paaneellss are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br /> Top Edge(Lu) 9 8 o/c <br /> Bottom Edge(Lu) 9'8"o/c <br /> -Maximum allowable bracing intervals based on applied load. <br /> �/et'tical Loads location(Side), Tributary Width.. (0,9 (i Y5� LOtnni]YLSi c <br /> 0-Self Weight;PLF) 0 to 9'8 1/4" NIA 7.0 -- <br /> 1-Point(lb) 0(Front) N/A 270 406 Linked from:SM-2, <br /> Support 1 <br /> � '•�^, � Z �CS a- � t�--t?. 4 >'�-s`F*Yz�4 � r_-3s{K Y --i i 2 <br /> t222. <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 /> ForteWEB Software Operator Job Notes <br /> - - 4/19/2022 6:13:45 PM UTC <br /> Kyriakos Moroseos <br /> CDENGR ForteWEB 0.2, Engine:V8.2.0.17, Data: V8.1.0.16 <br /> (425)268-5946 <br /> mettaxam(@gmaii.com wevecnaeuser File Name: BIRUK <br /> _._ Page 7/8 <br />