Laserfiche WebLink
iryrc i cvvca <br />MEMBER REPORT <br />MAIN, JST#2 <br />1 piece(s) 11 718" TJI@ 110 @ 16" OC <br />I <br />Overall Length: 8' 7" <br />8` <br />121 <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 />ARdwad r <br />ResWit <br />LDF <br />Load: Condrinatlon (pattern) <br />Member Reaction (Ibs) <br />280 @ 8' 3 1/2" <br />910 (1.75") <br />Passed (31%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Shear (Ibs) <br />280 @ 8' 3 1/2" <br />1560 <br />Passed (18%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Moment (Ft-Ibs) <br />566 @ 4' 3" <br />3160 <br />Passed (18%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Live Load Defl, (In) <br />0.025 @ 4' 3" <br />0.202 <br />Passed (L/999+) <br />-- <br />1.0 D + 1.0 L (All Spans) <br />Total Load Defl. (in) <br />0.032 @ 4' 3" <br />0.404 <br />Passed (LJ999+) <br />1.0 D + 1.0 L (All Spans) <br />TJ-Pro" Rating <br />64 <br />40 <br />Passed <br />- <br />�cuou,uu a.ncona: a ty+aol ono i c kW Z%J. <br />• Allowed moment does not ref ect 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 />Supports <br />searins 11,0190 <br />Loads to supports (R1s) <br />Accessories <br />Total Available <br />I Required <br />Dead <br />Floor Lhre <br />Factored <br />1 - Stud wall - SPF <br />3.50" 2.25" <br />1.7S" <br />68 <br />221 <br />295 <br />1 1/4" Rim Board <br />2 - Hanger on 11 7/a" SPF beam <br />3.50" Harger' <br />1.75" 1 - <br />69 <br />231 <br />300 <br />See note 1 <br />- —1.1 .,..— ---...... av am r y ua ninon "ui•.cu urrcx.uy acxrvc• n, uyi.wng me memuer uemg ues.gne m <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 />• a Required Bearing Length / Required Bearing Length with Web Stiffeners <br />Lateral Bracing <br />gracing Intervals <br />consin ards <br />Top Edge (Lu) <br />7' 4" a/c <br />Bottom Edge (Lu) <br />B' 2" o/c <br />• I J1 joists are only analyzed using Maximum Allbwaole bracing solutions. <br />-Maximum allowable bracing intervals based on applied load. <br />System : Floor <br />Member Type : Joist <br />Building Use : Residential <br />Building Code : T3C 2018 <br />Design Methodology : ASO <br />!Connector: Simpson Strong -Tie <br />Support Model <br />Sent Lenat <br />Top Fasters <br />Face Fasteners <br />Member Farartart <br />Aocerswias <br />2 -Fare Mount Hanger IUS1.81/11.88 <br />2.00" <br />fJ/A <br />10-lOdx1.5 <br />2-Strang-Grip <br />- ......-. w aw�nuaumer nvma vuv nuvesw�na r vyer nuw,+"uw, ", m ux tN o" wnnetWu. <br />Vertical Load <br />Location <br />spsclrw <br />Dead <br />(0s0) <br />Foot' um <br />(1.00) <br />comments <br />1 - Uniform (PSF) <br />0 to 8' 7" <br />16, <br />12.0 <br />40.0 <br />FLR <br />-- -- --- <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 />Forteill Software Operator Sob Notes 10/8/2023 9:45:37 PM UTC <br />Chrs Lalonde <br />Structural Design Associates ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />(425) 339-0293 <br />clalonde@sdaeverert.com 'Vevcrhacuscr File Name: 9902 <br />