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SiI rwn i c vv co <br />MEMBER REPORT <br />ROOF, RB#1 <br />2 piece(s) 2 x 6 HF No.2 <br />Overall Length: 5' 3" <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />ftslign Results <br />Actual 0 L*=1dur <br />Albwad <br />Raidt <br />LDF <br />Land: Combine -don (Pattern) <br />Member Reaction (IDS) <br />330 @ 0 <br />1823 (1.50") <br />Passed (18%) <br />-- <br />1.0 D + 1.0 S (All Spans) <br />Shear (Ibs) <br />256 @ 7" <br />1898 <br />Passed (14%) <br />1.15 <br />1.0 D + 1.0 S (All Spans) <br />Moment (Ft-Ibs) <br />433 @ 2' 7 112" <br />1550 <br />Passed (28%) <br />1.15 <br />1.0 D 1- 1.0 S (All Spars) <br />Live Load Defl. (in) <br />0.024 @ 2' 7 1/2" <br />0.115 <br />Passed (L;999+) <br />1.0 D + 1.0 5 (All Spars) <br />Total Load Deft. (in) <br />0.040 @ 2' 7 1/2" <br />0.262 <br />Passed (L/999+) <br />1.0 D + 1.0 S (All Spars) <br />• oeriecuon cnrena: cL tusbu) and I L (ytqu). <br />• A 3.2% decrease in the moment capacity has been added to account for lateral stability. <br />• Applicable calculations are based on NDS. <br />Supports <br />Suring Length <br />Loads to Supports (lba) <br />Acoaswfs <br />Total <br />AvaaatNe <br />Required <br />Dead <br />Roof Live <br />Snow <br />Factored <br />1 - Trimmer - HF <br />1.50" <br />1.50" <br />1.50" <br />133 <br />.158 <br />197 <br />330 <br />None <br />2 - Trimmer - HF <br />1.50" <br />1.50" <br />1.50" <br />133 <br />158 <br />197 <br />330 <br />None <br />Laterall Bradng <br />6radlW intEmb <br />Comments <br />Top Edge (Lu) <br />End Bearing Points <br />Bottom Edge (Lu) <br />End Bearing Points <br />Vertcall Loads <br />Loudon <br />TrRK tary Width <br />Dead <br />(0.90) <br />Roof Lhie <br />(non -snow: 1.25) <br />Snow <br />(1.15) <br />Cam <br />0 - Self Weight (PLF) <br />0 to 5' Y <br />N/A <br />4.2 <br />1 - Uniform (PSF) <br />0 to 5 3" <br />3' <br />15.5 <br />20.0 <br />2S.0 <br />Roof <br />PASSED <br />System: Wail <br />Member Type : Header <br />Building Use : Residential <br />Building Code: IBC 2018 <br />Design Methodology : ASD <br />weverhaeuser NtDdls <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 rot 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 />wvvw.weyerhaeuser.coin/woodprWucts/docume.it-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 10/8/2023 9:45:37 PM UTC <br />Chris Lalonde <br />Structural Design Associates ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />(425) 339-0293 <br />clalondeCalsdaeverettcom w ycrlrae: S'.,. File Name: 9902 <br />