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i rwm I C VV co MEMBER REPORT PASSED <br />MAIN, MB#2 <br />1 piece(s) 5 1/2" x 18" 24F-V4 DF Glulam <br />Overall Length; 23' 10" <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 a Location <br />Allorwed <br />Result <br />LOP <br />Lead: combination (Pattern) <br />Member Reaction (Ibs) <br />6892 @ 2" <br />7796 (3.50") <br />Passed (88%) <br />1.0 D + 1.0 L (All Spans) <br />Shear (Ibs) <br />5855 @ 1' 9 1/2" <br />17490 <br />Passed (33%) <br />1.00 <br />1.0 D + 1.0 L (All Spans)_ <br />Pos Moment (Ft-Ibs) <br />39922 @ 11' 11" <br />56005 <br />Passed (71%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in) <br />0.609 @ 11' 11" <br />0.783 <br />Passed (LJ463) <br />1.0 D + 1.0 L (All Spans) <br />Total Load Defl. (in) <br />0.825 @ 11' 11" <br />1.175 <br />Passed (L/ 2) <br />1.0 D + 1.0 L (All Spans) <br />• uenecton criteria: LL (LJ360) and TL (L/240). <br />• A 53% decrease in the moment capacity has been added to account for lateral stability. <br />• Critical positive moment adjusted by a volume/size factor of 0.94 that was calculated using length L = 23' 6". <br />• The effects of positive or negative camber have not been accounted for when calculating deflection. <br />• The specified giulanr is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer <br />• Applicable calculations are based on NDS. <br />Supporb <br />tearing Length <br />Loads to Supports (the) <br />Acres$odes <br />Total <br />AvaAeble <br />Required <br />Deed <br />Floor Live <br />Factored <br />1 - Stud wall - HF <br />350" <br />350" <br />3.09" <br />Y806 <br />5085 <br />6892 <br />Blocking <br />2 - Stud wail - HE <br />3.50" <br />3.50" <br />3.09" <br />1806 <br />5085 <br />6892 <br />Blocking <br />• Blocking Pares are assumeo to carry no bads applied directly above thorn and the full load is applied to the member being designed. <br />Lateran Bracing <br />Bracing intervals <br />Comments <br />Top Edge (Lu) <br />Continuous <br />Bottom Edge (Lu) <br />End Bearing Points <br />Dead <br />Floor Live <br />Vertical Loads <br />Location (Side) <br />Tributary Width <br />(0.90) <br />(L00) <br />Comments <br />0 - Self Weight (FILE) <br />0 to 23' 10" <br />N/A <br />24.1 <br />•- <br />1 - Uniform (PLF) <br />0 to 23' 1W (Front) <br />N/A <br />75.8 <br />253.5 <br />Linked from: <br />JST#1, Support 1 <br />2 - Uniform (PLF) <br />0 to 23' 10" (Front) <br />N/A <br />51.8 <br />173.3 <br />Linked from: <br />JSr112, Support 2 <br />Z J7f. <br />System : Floor <br />Member Type: Drop Beam <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 disdalmany 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, bulkier 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 ASFM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to <br />www.weyerhaeuser.com/woodproducWdocument-library, <br />product application, input design loads, dimensions and support information have been provided by ForteWEB software <br />F ForteWE6 Software Operator Job Notes <br />Chris Lalonde <br />Structural Design Associates <br />(42S) 339-0293 <br />dabnderglsdaeverett.com Weyerhaeuser <br />10/8/2023 9:45:37 PM UTC <br />ForteWEB v3.6, Engine: V8.3.1.5, Data: VS.1.4.1 <br />File Name: 9902 <br />I_ . w I- <br />