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i0i rtiR I C VV co <br />I <br />MEMBER REPORT PASSED <br />MAIN, MB#6 <br />1 piece(s) 4 x 6 HF No.2 <br />Overall Length: 6' <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />Design Results <br />Actual 0 togtlon <br />Allowed <br />Reauft <br />LOP <br />Load: Comblaatioa (IPattem) <br />Member Reaction (Ibs) <br />596 @ 1 1/2" <br />4253 (3.00") <br />Passed (14%) <br />1.0 D + 1.0 S (All Spans) <br />Shear (Ibs) <br />455 @ 8 1/2" <br />2214 <br />Passed (21%) <br />1.15 <br />1.0 D + 1.0 S (All Spans) <br />Moment (Ft-Ibs) <br />821 @ 3' <br />1869 <br />Passed (44%) <br />1.15 <br />1.0 D + 1.0 S (All Spans) <br />Live Load Defi. (in) <br />0.046 @ 3' <br />0.192 <br />Passed (L/999+) <br />1.0 D + 1.0 S (All Spans) <br />Total Load Defl. (in) <br />0.077 @ 3' <br />0.287 <br />Passed (L/891) <br />1.0 D + 1.0 S (All Spans) <br />• Applicable calculations are based on NDS. <br />supports <br />sOlA11p Lapth <br />Loader to Support (ibs) <br />Accessories <br />Total <br />AraOable <br />I Raquind <br />Dead <br />Roof LWe <br />Shaw <br />Factored <br />1 - Stud wall - HF <br />3.00" <br />3.00" <br />1.50" <br />240 <br />285 <br />356 <br />596 <br />Blocking <br />2 - Stud wall - HF <br />3.00" <br />3.00" <br />1.50" <br />240 <br />285 <br />356 <br />596 <br />Blocking <br />.......... ......... ,.. , �... .,...... �,q...Gv ..., a,....q uv�.c u.n.. o,ti um ma ,vuu o -PP— w 1— nacrnuCr W"Kj 0e5rg1W0. <br />Lateral Bracing <br />sndng tntervab <br />Commanb <br />Top Edge (Lu) <br />Continuous <br />Bottom Edge (Lu) <br />End Bearing Points <br />Vertical Loads <br />Location (Side) <br />Tributary Width <br />Dead <br />(0.90) <br />Roof Use <br />(non -avow; 1.25) <br />Srlow <br />(1.15) <br />1 co _t@ <br />0 - Self Weight (PLF) <br />0 to 6' <br />N/A <br />4.9 <br />1 - Uniform (PSF) <br />0 to 6' (Front) <br />4' 9" <br />15.8 <br />20.0 <br />A 25.0 <br />Roof <br />U <br />System: Floor <br />Member Type: Drop Beam <br />Building Use: Residential <br />Building Code : IBC 2018 <br />Design Methodology: ASD <br />W dweuser 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 th's 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 try this software. Products manufactured at <br />Weyerhaeuser tacilities 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 ASfM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to <br />www.weyerhaeuser.com/woodproducts/document-lit Hary. <br />The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />ForteWEB software Operator lob Notes 10/8/2023 9:45:37 PM UTC <br />Chris Lalonde <br />Structural' Design Associates ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />(425) 339-0293 <br />cialonde@sdaeverett.com Weperhacuser File Name: 9902 <br />