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®FORTE CM MEMBER REPORT PASSED <br />Level, Floor: Joist <br />1 piece(s) 11 7/8" TJI@ 230 @ 16" OC <br />Overall Length; 18' 7' <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 @ Location <br />Allowed <br />Result <br />LDF <br />Load: Combination (Pattern) <br />Member Reaction (Ibs) <br />674 @ 2 1/2" <br />1183 (2.25") <br />Passed (57%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Shear (Ibs) <br />660 @ 3 1/2" <br />1655 <br />Passed (40%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Moment (Ft-Ibs) <br />3025 @ 9' 3 1/2" <br />4215 <br />Passed (72%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in) <br />0.350 @ 9' 3 1/2" <br />0.454 <br />Passed (L/623) <br />1.0 D + 1.0 L (All Spans) <br />Total Load Defl. (in) <br />0.481 @ 9' 3 1/2" <br />1 0.908 <br />1 Passed (L/453) <br />1.0 D + 1.0 L (All Spans) <br />TJ-Pro'"" Rating <br />40 <br />1 40 <br />1 Passed <br />• Deflection criteria: LL (L/480) and TL (L/240). <br />• Allowed moment does not reflect the adjustment for the beam stability factor. <br />• A structural analysis of the deck has not been performed. <br />• Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser EdgeTM Panel (24" Span Rating) that is glued and nailed down. <br />• Additional considerations for the TJ-ProTM Rating include: None. <br />Supports <br />Bearing Length <br />Loads to Supports (Ibs) <br />Accessories <br />Total <br />Available <br />Required <br />Dead <br />Floor Live <br />Total <br />1 - Stud wall - SPF <br />3.50" <br />2.25" <br />1.75" <br />186 <br />496 <br />682 <br />1 1/4" Rim Board <br />2 - Stud wall - SPF <br />3.50" <br />2.25" <br />1 1.75" <br />186 <br />496 <br />682 <br />1 1/4" Rim Board <br />• Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. <br />Lateral Bracing <br />Bracing Intervals <br />Comments <br />Top Edge (Lu) <br />4' 10" o/c <br />Bottom Edge (Lu) <br />18' 5" o/c <br />•TJI joists are only analyzed using Maximum Allowable bracing solutions. <br />-Maximum allowable bracing intervals based on applied load. <br />Vertical Load <br />Location <br />Spacing <br />Dead <br />(0.90) <br />Floor Live <br />(1.00) <br />Comments <br />1 - Uniform (PSF) <br />0 to 18' 7" <br />16" <br />15.0 <br />40.0 <br />Default Load <br />Notes <br />System : Floor <br />Member Type : Joist <br />Building Use : Residential <br />Building Code : IBC 2018 <br />Design Methodology : Aso <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 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.com/woodproducts/document-library. <br />The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />ForteWEB Software Operator <br />Job Notes <br />Phil A. Harezlak <br />MJH Engineering <br />(360) 224-0627 <br />harezlak—p@hotmail.com <br />5/17/2022 10:16:19 PM UTC <br />ForteWEB v3.2, Engine: V8.2.0.127, Data: V8.1.0.16 <br />52 <br />Weyerhaeuser Pa 1 Ille Narne MOON RES <br />Page 1 / 1 <br />