Laserfiche WebLink
:®IIrun #cvvr-o <br />MEMBER REPORT PASSED <br />MAIN, MB#3 <br />2 piece(s) 2 x 6 HF No.2 <br />U.eraI i Length; 3' <br />3' <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />Deal n Resuft <br />ACWW O Location <br />A&rwed <br />Result <br />LDF <br />Lard. Combination (Pattern) <br />Member Reaction (Ibs) <br />355 @ 0 <br />1823 (1,50") <br />Passed (19%) <br />-- <br />1.0 D + 1.0 S (All Spans) <br />Shear (Ibs) <br />228 @ 7" <br />1898 <br />Passed (12%) <br />1.15 <br />1.0 D + 1.0 S (All Spans) <br />Moment (Ft-Ibs) <br />288 @ P 7 1/2" <br />1572 <br />Passed (18%) <br />1,15 <br />1.0 D + 1.0 S (All Spans) <br />Live Load Defl. (in) <br />0.006 @ 1' 7 1/2" <br />0.108 <br />Passed (U999+) <br />1.0 D + 1.0 S (All Spans) <br />Total Load DeFl. (in) <br />1 0.010 @ 1' 7 1/2" <br />0.162 j <br />Passed (U999+) <br />1.0 D + 1.0 S {All Spans) <br />�cucu�un uncial a t4Jau/ anu r L (yLW). <br />• A 1.8% decrease in the moment capacity has been added to account for lateral stability. <br />• Applicable calculations are based on NOS, <br />SiupporfrS <br />Beering Length <br />Loads to supports (lbe) <br />Accessto w <br />Total <br />AVORNMe <br />Rnqufred <br />Deed <br />Roof LAve <br />$now <br />Factorod <br />1 - Trimmer - HF <br />1.50" <br />1.50" <br />1.50" <br />142 <br />171 <br />213 <br />355 <br />None <br />2 - Trimmer - HF <br />1,50" <br />1.50" <br />1.50" <br />142 <br />171 <br />213 <br />355 <br />None <br />lateral Bradng <br />Bradr g brit mb <br />commerrb <br />Top Edge (Lu) <br />End Bearing Points <br />Bottom Edge (Lu) <br />End Bearing Points <br />Vertical Loads <br />Location ` <br />Tributary Width <br />Deed <br />(0.90) <br />Roof Lira <br />(non•sepsrt 1.25) <br />snow <br />(1.1$) <br />Consonants <br />0 - Self Weight (PLF) <br />0 to 3' 3" <br />N/A <br />4.2 <br />- <br />1 - Uniform (PSF) <br />0 to 1 3" <br />F 3" <br />15.8 <br />20.0 <br />25.0 <br />Roof <br />System: Wall <br />Member Type : Header <br />Building Use: Resident+al <br />Building Code : IBC 2018 <br />Design Methodology : ASD <br />Weyerhaeuser 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 not desgned by this software. Products manufactured at <br />Weyerhaeuser fadlities 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/woodproducWdocument-library <br />The product application, input design loads, dimensons and support information have been provided by ForteWEB Software Operator <br />._.-_ -------------- <br />ForteWEB Software Operator Sob 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 />clalonde.'@sdaeverett.com%y;,ri;r File Name: 9902 <br />^--- . � r <br />