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!I FORTE W EB MEMBER REPORT PASSED <br />Level, FLOOR FRAMING <br />1 piece(s) 2 x 10 HF No.2 (�a) 16" OC <br />F ❑2 <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 />160 Co) 2 112" <br />1367 (2.25") <br />Passed (12%) <br />1.0 D + 1.0 L (All Spans) <br />Shear (Ibs) <br />90 @ 1' 3/4" <br />1388 <br />Passed (15%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Moment (Ft-Ibs) <br />159 Cm 2' 3 1/2" <br />1917 <br />Passed (8%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in) <br />0.003 @ 2' 3 1/2" <br />0.104 <br />Passed (L/999+) <br />1.0 D + 1.0 L (All Spans) <br />Total Load Defl. (in) <br />1 0.004 @ 2' 3 1/2" <br />1 0.208 <br />1 Passed (L/999+) <br />1.0 D + 1.0 L (All Spans) <br />TJ-Pror" Rating <br />I N/A <br />I N/A <br />I N/A <br />N/A <br />• Deflection criteria: LL (L/480) and TL (U240). <br />• Allowed moment does not reflect the adjustment for the beam stability factor. <br />• A 15 % increase in the moment rapacity 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 />Supports <br />Bearing Length <br />Loads to Supports (Ibs) <br />Accessories <br />Total <br />Available <br />Required <br />Dead <br />Floor Live <br />Factored <br />1 - Stud wall - SPF <br />3.50" <br />2.25" <br />1.50" <br />46 <br />122 <br />168 <br />1 1 /4" Rim Board <br />2 - Stud wall - SPF <br />3.50" <br />2.25" <br />1 1.50" <br />46 <br />122 <br />168 <br />1 1/4" Rim Board <br />• rum ward is assumed uD carry an ioaus appned dummy adove R, oypassmg me member uemg oesrgneu. <br />Lateral Bracing <br />Bracing Intervals <br />Comments <br />Top Edge (Lu) <br />4' 5" o/c <br />Bottom Edge (Lu) <br />4' 5" o/c <br />-Maximum allowable bracing intervals based on applied load. <br />Vertical Load <br />Location (Side) <br />Spacing <br />Dead <br />(0.90) <br />Floor Live <br />(1.00) <br />Comments <br />1 - Uniform (PSF) <br />0 to 4' 7" <br />16' <br />15.0 <br />40.0 <br />Default Load <br />0 <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 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 />os Moroseos <br />CDENGR <br />CD EN <br />(425) 268-5946 <br />mettaxam@gmail.com <br />Weyerhaeuser <br />11/20/2023 11:11:38 PM UTC <br />ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />File Name: AERERA <br />Pane 1 / 1 <br />