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i4ifIFORTEWER <br /> MEMBER REPORT .PASSED <br /> Level,Wall: Header-H2 �; l e <br /> 1piece(s)4x10DFNo•1 i <br /> Overall Length:8' <br /> 3 fS S iJ sr < .F` <br /> '';`pax.- <br /> LI El <br /> All locations are-measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.. <br /> ,—tat' 4. <e.r.?'4 ''; aWa x System-:Wail <br /> -Member Type:•Header <br /> Member Reaction(Ibs) 2993 @ 1 1/2 6563(3.00') Passed(46%) 1.0 D+1,0 5(All Spans) Building Use:Residential <br /> Shear(Ibs) 2229 @ 1'1/4" 4468 Passed(50%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBG2o18 <br /> Moment(Ft-lbs) 5617 @ 4' 5740 Passed(98%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology AID <br /> Live Load Defl.(in) 0.096 @ 4' 0.258 Passed(L/972) -- 1.0 D+1.0 S(All Spans) <br /> Total Load Defl.(in) 0.155 @ 4' 0.387 . Passed(L/601) -- 1.0 D+.1.0 S(All Spans) <br /> • Deflection criteria:LL(1/360)and TL(1/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Applicable calculations are based on NDS. • <br /> ` s•^. �,, .Pad : , ,,Ytr4i5.t;pi,,,tC,,,113-v <br /> ,3 ✓l'i.. u zW.Z g sz (i r 'r' w , 5 .,, , <br /> 5i �N f th g-0),,` tr .0 4. ,; e.fi p a -w't""tf ": h9 ` A,Will <br /> 1-Trimmer-SPF 3.00" 3.00" 1.50" 1143 1850 2993 None <br /> 2-Trimmer-SPF 3.00 3.00" 1.50" 1143 1850 2993 . None <br /> Top Edge(Lu) 8'o/c <br /> Bottom Edge(Lu) 8'o/c <br /> •Maximum allowable bracing intervals based on applied load. - <br /> O-Self Weight(PLF) O to 8' • N/A' :.8.2 <br /> 1-Uniform(PSF) 0 to 8' 18'6" 15,0 25.0 Roof snow 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 tIle 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 ESP-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.weyerhaeusencom/woodproducl5/document-library. ' <br /> The product application,Input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ForteWEB Software Operator Sob Notes 5/19/2023 1:52:.34 PM Mt <br /> Larry Johnson Johnson Structural Engineering,Inc - <br /> ForteWE6 v3.5,Engine:V8.2.5.1,Data:V8.1.3.6 <br /> (406)585-2939 File Name:_Shambaugh 23 759 <br /> tarry®johnsonengineer.com Weya4�aeuser <br /> Page 1/ 1 <br />