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;itirvm i CVYC6 <br />MEMBER REPORT <br />MAIN, JST#1 <br />1 piece(s) 11 7/8" T3I@ 110 @ 16" OC <br />Overall Length: 12' 7. <br />12' <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 a Location <br />Aiowed <br />PuWt <br />LDF <br />Lead- Combination (fattem) <br />Member Reaction (Ibs) <br />419 @ 3 1/2" <br />910 (1.75") <br />Passed (46%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Shear(lbs) <br />419 @ 3 1/2" <br />1560 <br />Passed (27%) <br />1.00 <br />1.0 D + 1.0 L(All Spans) <br />Moment (Ft-Ibs) <br />1265 @ 6' 4" <br />3160 <br />Passed (40%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in) <br />0.101 @ 6' 4" <br />0.302 <br />Passed (L/999+) <br />-- <br />1.0 D + 1.0 L (All Spans) <br />Total Load Defl. (in) <br />0.132 @ 6' 4" <br />0.604 <br />Passed (L/999+) <br />1.0 D + 1.0 L (All Spans) <br />TI-Pro'" Rating <br />52 <br />40 <br />Passed <br />• UCneLLMI COlena: LL kW"Uf anU I L tLj L9U). <br />• Allowed moment does not reflect the adjustment for the beam stability factor. <br />• A structural analysis of the deck has not been peformed. <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 TI-Pro'" Rating include: None. <br />Supports <br />hearing Length <br />Loads to Supports (Ibs) <br />Accessories <br />Tatal <br />Available <br />rteyuked <br />Dead <br />Poor Lire <br />Facmnd <br />i -Hanger on 11 //8" GU3 beam <br />3.50" <br />Hanger' <br />1.7 `; - - <br />101 <br />338 <br />439 <br />See note r <br />2 - Stud wall - SPF <br />3.50" <br />2.25" <br />1.75" <br />100 <br />333 <br />433 <br />1 1/4" Rim Board <br />nun — a .. "aau,..eu xo :.nn y .vn , , npowu urrmuy aM,) n, uypm rung' uxe mernoer nemri rnesigireo. <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 Bradng <br />Dractns int ainial r <br />rComments <br />Top Edge (Lu) <br />5 i" o/c <br />Bottom Edge (Lu) <br />12' 2" olc <br />• I J1 joists are only analyzed using Maximum Allowable bracing solutions. <br />-Maximum allowable bracing intervals based on applied load. <br />PASSED <br />21_/ <br />system: Foor <br />Member Type : Joist <br />Building Use : Residential <br />Building Code: IBC 2018 <br />Design Methodology : Aso <br />Connector: Simpson Strom -Tie <br />SupportI <br />Modet <br />SeM i i j <br />Top Fasbsn s <br />Face Fasteners <br />ManbW festanars <br />JACoassodes <br />1 - Face Mount Hanger <br />1US1.81/11.88 <br />2.00" <br />N/A <br />10-10dx1.5 <br />2-Strong-Grip <br />.w.c..... ,ua,m.r,�w, c� �v.o m,u x,ou uuiuno �w p�upci iuo,nxa uuu mm u5c m mi wnneuon. <br />Vertical Load <br />Loration <br />Spading <br />Dead <br />(0.90) <br />Floor LUlve <br />(s.oi) <br />commanb <br />.1 - Uniform (PSF) <br />0 to ITT" <br />16" <br />12.0 <br />40.0 <br />FLR <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 (rum 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 anJ Installation details refer to <br />www.weyerhaeuser.com/woodproductVdocument-library. <br />The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />ForteWEB software operator lob Notes 10/8/2023 9:45:37 PM UTC <br />Chris Lalonde <br />Structural Design Assudates ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />r425) 339 0293 <br />clalonde@sdaeverett.com WeperhavIner File Name: 9902 <br />I -r r -1 <br />