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mrvn lcvvco <br />MEMBER REPORT PASSED <br />MAIN, MB#11 <br />2 piece(s) 2 x 6 HF No.2 <br />Dverall Length: 3' 3" <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />Design Results <br />woawl 0 Location <br />duiorwd <br />rt..at <br />LOP <br />Load: Condriaati (pnteou) <br />Member Reaction (Ibs) <br />905 @ 0 <br />1823 (1.50") <br />Passed (50%) <br />1.0 D + 1.0 L (All Spans) <br />Shear (Ibs) <br />580 @ 7" <br />1650 <br />Passed (35%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Moment (Ft-Ibs) <br />735 @ V 7 1/2" <br />1371 <br />Passed (540/6) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in) <br />0.020 @ V 7 1/2" <br />0.108 <br />Passed (LJ999+) <br />1.0 D + 1.0 L (All Spans) <br />Total Load DeFl. (in) <br />0.026 @ V 7 1/2" 1 <br />0.162 <br />Passed (LI999+) <br />— <br />1.0 D + 1.0 L (All Spans) <br />• A 1.5% decrease in the moment capacity has been added to account for lateral stability. <br />• Applicable calculations are based on NDS. <br />Supporl8 <br />Bearing Length <br />Loads to SupporU (Ibs) <br />Accessories <br />Total <br />Avagable <br />Requhed <br />Dead <br />FkwrUve <br />Fsctmod <br />1 - Trimmer - HF <br />1.50" <br />LSC" <br />1.50" <br />214 <br />691 <br />905 <br />None <br />2 - Trimmer - HF <br />1.50" <br />1.50" <br />I.50" <br />214 <br />691 <br />905 <br />None <br />Lateral Bradnp <br />Bracing inbemb <br />Comnrrrte <br />Tap Edge (Lu) <br />tnd Bearing Points <br />Bottom Edge Ru) <br />End Bearing Points <br />Dow <br />Floor Uwe' <br />Vertkal Loads <br />Location <br />Tributary Width <br />(0.90) <br />(LOB) <br />Conansstts <br />0 - Self Weight (PLF) <br />0 to 3' 3" <br />N/A <br />4.2 <br />-- <br />I - Uniform (PLF) <br />0 to 3' 3" <br />N/A <br />51.0 <br />170.3 <br />Linked from: <br />LIST#2, Support 1 <br />2 - Uniform (PLF) <br />0 to 3' 3" <br />N/A <br />76.5 <br />255.0 <br />linked from: <br />JST#3, Support 2 <br />1 <br />System : Wall <br />Member Type : Header <br />Building Use : Residential <br />Building Code : IBC 2018 <br />Design Methodology: ASD <br />We rhaeuser Notes <br />Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disdains 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.weyemaeuser,com/wDocprodL)cts/document-library. <br />The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />FodQWEB Software operator Sob Notes r10/8/2023 9:45:37 PM UTC <br />g Chris Lalonde <br />Structural Design Associates ForteWEB v3.6, Engine: V8.3.15, Data: V8.1.4.1 <br />1425) 339.0293 <br />cialonde@)sdaeverett.con Weyerhaeuser File Name: 9902 <br />r'---. 11 1 - <br />