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i rwm 1 m vv r—D MEMBER REPORT PASSED <br />CRAWL SPACE, JST#6 <br />1 piece(s) 2 x 10 HF No.2 @ 16" OC <br />Overall Length: 9' 4" <br />a <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />L e is t9 i� ul s Actual 0 Location <br />Member Reaction (ibs) 316 @ 2 1/2" <br />Allowed <br />1367 (2.25") <br />Result <br />Passed (239%) <br />tLoD I f <br />-- <br />Lortdt Combination (f wo") <br />1.0 D + 1.0 L (All Spans) <br />Shear (ibs) 250 @ 1' 3/4" <br />1388 <br />Passed (18%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Moment (Ft-lbs) 689 @ 4' 8" <br />1917 <br />Passed (360/6) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in) 0.059 @ 4' 8" <br />0.223 <br />Passed (U999+) <br />1.0 D + 1.0 L (All Spans) <br />Total Load Defl. (jn) 0.077 @ 4' 8" <br />0.446 <br />Passed (L/999+) <br />1.0 D + 1.0 L (All Spans) <br />TJ-Prol" Rating N/A <br />N/A <br />NJA <br />N/A <br />venecuon cncena: LL ty`usu) ano I L trJt9V). <br />• A 15% increase in the moment capacity has been added to account for repetitive member usage. <br />• Applicable calculations are based on NDS. <br />• No composite action between deck and joist was considered in analysis. <br />5upporft <br />11wring Length Leads to Supports (it.) <br />Ac sodas <br />Total <br />A.Hilibie <br />Required Dead <br />Flow Live Factorcrd <br />1 - Stud wall - SPF <br />3.50" <br />2,25" <br />1.50" 75 <br />249 324 <br />1 1/4" Rim Board <br />2 - Stud wail - SPF <br />3.50" <br />2.25" <br />1.501' 75 <br />249 324 <br />1 t 1,14" Rim Board <br />........._,,..,. Dead Flow Live <br />r <br />Vertical Loan Location (side) ��� (osp) (too) Commerits <br />1 - Uniform (PSF) 0 to 9' 4" 16" 1 12,0 .10.0 IFLR <br />System : Floor <br />Member Type: Joist <br />Building Use: Residential <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 warranhe <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 (rum 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, Weyerhaeeuser product literature and installation details refer to <br />www.weyerhaeus--r.a)m/woodprodLx.ts/docmrnent-Ilbrary. <br />The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />r ------- <br />•_------- <br />- _....--- ----------------- <br />.m._ <br />ForteWEB Software Operator .lob Notes 10/$/2023 9:45:37 PM Ul C <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 />dalondeC�sdaeverett.com Weyerhaeuser File Name: 9902 <br />n_-._ 1. r oc <br />