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:Ili P u n i c vv c o <br />MEMBER REPORT <br />MAIN, MB#6 <br />1 piece(s) 4 x 6 HF No.2 <br />PASSED <br />40 <br />Overall Length: 7' 3" <br />) 5r 9r <br />4n a <br />Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). AN dimensions are horizontal. <br />Design Results <br />Actual 0 Location <br />Allowed <br />Result <br />LDF <br />Load. Combination (Pattam) <br />Member Reaction (Ibs) <br />927 @ V 1 1/2" <br />4253 (3.0W) <br />Passed (22%) <br />-- <br />1.0 D + 1.0 S (All Spans) <br />Shear (Ibs) <br />553 @ 1' 81/2" <br />2214 <br />Passed (25%) <br />1.15 <br />1.0 D + 1.0 S (All Spans) <br />Moment (Ft-Ibs) <br />938 @ 4' 2 3/8" <br />1869 <br />Passed (50%) <br />1.15 <br />1.0 D + 1.0 S (Alt Spans) <br />Live Load Defl. (in) <br />0.058 @ 4' 1 3/4" <br />0.200 <br />Passed (L/999+) <br />— <br />1.0 D + 1.0 S (Alt Spans) <br />Total Load Defl. (in) <br />0.095 @ 4' 1 13/16" 1 <br />0.300 <br />Passed (L/755) <br />-- <br />1.0 D + 1.0 S (Alt Spans) <br />uuu a.umna. LL L14—) Of r L k WZW;. <br />• Overhang deflection criteria: LL (0.2") and TL (21-/240). <br />• Applicable calculations are based on NDS. <br />Supports <br />tiring Length <br />Loads to Supports (lbs) <br />Accessories <br />Total <br />Available <br />Required <br />Dead <br />Hoof Live <br />Snow <br />Irnctureti <br />1- Stud wall - HF <br />3.00" <br />300" <br />1.50" <br />372 <br />444 <br />555 <br />927 <br />Blocking <br />2 - Stud wall - HF <br />3.00" <br />3.00' <br />1.5w <br />265 <br />323 <br />403 <br />669 <br />Blocking <br />- »...,.;n•.y = a.,v.� a. � aaa,.,.�.n,r w wn y iru ,uou> oN}rnxu w,c�uy awrc urttin anu ure run roan rs ap{.xreo u! the rnCinDef oeing Qe5lgnee. <br />Lateral Bracing <br />aracia4 Tntierva4s <br />comments <br />Top Edge (Lu) <br />Continuous <br />Bottom Edge (Lu) <br />End Bearing Points <br />Dead <br />Roof Live <br />Snow <br />Vertical Loads <br />Location (Side) <br />Tributary <br />(0.90) <br />(1.25) <br />("S) <br />Comments <br />Width <br />0 - Self Weight (PLF) <br />0 to 7 3" <br />N/A <br />4.9 <br />1- Uniform (PM <br />0 to 7' 3" (Front) <br />5' 3" <br />15.8 <br />20.0 <br />25.0 <br />Roof <br />Member Length : 7 3" <br />System :floor <br />Member Type: Drop Beam <br />Building Use: Residential <br />Building Code: IBC 2018 <br />Design Methodology : ASD <br />il!ie whaeuser 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 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 />www.weyerhaeuser.coon/woodproducWdocument-library. <br />The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />..... ... <br />ForteWES software Operator Sob Motes 2/15/2024 7:49:39 PM UTC <br />Chris Lalonde <br />Structural Design Associates ForteWEB 0.7, Engine: V8.4.0.40, Data: V8.1.5.0 <br />(425) 339-0293 <br />dalonde(dbsdaeverett.com Wcyerha— Fife Name: 9902 <br />