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;41 r v n i C vv cm MEMBER REPORT PASSED <br />MAIN, IST#4 <br />1 piece(s) 11 7/8" TJI@ 210 @ 12" OC <br />Overall Length: 17' 4' <br />16, 9" <br />0 <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 />Allowed <br />Resuk <br />LDF <br />Load: Combination (pattern) <br />Mernber Reaction (Ibs) <br />633 @ 2 1/2" <br />1041 (2.25") <br />Passed (61%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Shear (Ibs) <br />623 @ 3 1/2" <br />1560 <br />Passed (40%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Momert (Ft-Ibs) <br />2041 @ 8' 2 3/16" <br />3160 <br />Passed (65%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in) <br />0.268 @ 8' 7 1/2" <br />0.421 <br />Passed (L/755) <br />1.0 D + 1.0 L (All Spans) <br />Total Load Deft. (in) <br />0.391 @ 8' 5 15/16" <br />0.842 <br />Passed (1-1517) <br />1.0 D + 1.0 L (All Spans) <br />TJ-Pro'" Rating <br />42 <br />40 <br />Passed <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 Edge" Panel (24" Span Rating) that is nailed down. <br />• Additional considerations for the TJ-Pro" Rating include: None. <br />System : Floor <br />Member Type : Joist <br />Building Use : Residential <br />Building Code: IBC 2018 <br />Design Methodology : Aso <br />Supports <br />Nearing length <br />Loads to Supports (Ibs) <br />Accessorles <br />Total <br />Available <br />Required <br />Dead <br />Floor Live <br />Roof Live <br />Snow <br />Factored <br />1 - Stud wall - SPF <br />3.50" <br />2.25" <br />1 75" <br />293 <br />345 <br />141 <br />176 <br />684 <br />1 1/4" Rim Board <br />2 - Hanger on 11 7/8" GLE beam <br />3.50" <br />Hangers <br />1.75" ( - ' <br />128 <br />1 348 <br />17 <br />21 <br />476 <br />See note <br />"Yty w. y .na u,emuar ucmy ueSlyneU. <br />• At hanger supports, the Total Bearing dimension is equal to the width of the material that Is supporting the hanger <br />• ' See Connector grid below for additional information and/or requirements. <br />• ' Required Bearing Length / Required Bearing Length with Web Stiffeners <br />Lateral Bracing <br />Bracing Intervals <br />icomnmft <br />Top Edge (Lu) <br />T 11" o/c <br />Bottom Edge (Lu) <br />16' 11" c/c <br />• I A J015ES are only and4Zea using maximum Anowame Dranng solutions. <br />-Maximum allowable bracing intervals based on applied load. <br />Connector: Simpson Strong -Tie <br />support <br />IModel <br />Seat length <br />Top Fasteners <br />I Face Fasteners <br />I Member Fasteners <br />Accessories <br />2 - Face Mount Hanger <br />IUs1.81/11.88 <br />2.00" <br />N/A <br />10-10dz1.5 <br />2-Strong-Grip <br />..c.cr .., "v auu nou uu,vuo ,vi NluNer 111YW110uun ono use or an LOm7eL[VrS. <br />Vertical Loads <br />Location <br />Spacing <br />Dead <br />(0.90) <br />Floor Live <br />(1.00) <br />Roof live <br />(non-snow.1.25) <br />Snow <br />(1.15) <br />comments <br />1 - Uniform (PSF) <br />0 to 17' 4" <br />12" <br />12.0 <br />40.0 <br />FLR <br />2 - Point (PLF) <br />2' 3/B" <br />12" <br />80.0 <br />Wall <br />3 - Point (lb) <br />2' 3/8" <br />N/A <br />133 <br />156 <br />197 <br />Linked from: RB# 1, <br />Support 1 <br />........ <br />FortaeWEB Software Operator .lob Notes 10/8/2023 9:45:37 PM UTC <br />Chris Lalonde <br />.Structural Design Avwciates - ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1..4.1 <br />(125) 339 0293 <br />c1alonde`1,sdaeverett.Lom W")."haal, el File Name: 9902 <br />