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I�Boisecnew Single 16" BCI® 6000s-1.8 PASSED <br />���TTT/// EMsINFEPEDWODDWIWULTS <br />1st FloorTloor JoistslFJ3(il548) (Floor Joist) <br />BC Design Engine Member Report Dry 11 span I No cant. 1 24" OCS I Repetitive I Glued & nailed March 15, 2023 11:07:13 <br />Build 8548 <br />Job name: File name: TTH1-9.mmdl <br />Address: Description: 1st Floor\Floor Joists\FJ3(i1548) <br />City, State, Zip: Specifier: <br />Customer: Designer: <br />Code reports: ESR-1336 Company: <br />B1 <br />0 <br />19-05-12 <br />Total Horizontal Product Length = 19-05-12 <br />Reaction Summary (Down / Uplift) (Ibs) <br />Bearing Live Dead Snow Wind Roof Live <br />B1. 2-3/8" 779 / 0 195 / 0 <br />B2, 2-3/8" 779 / 0 195 / 0 <br />B2 <br />Load Summary Live Dead Snow Wind Roof OCS <br />Live <br />Tag Description Load Type Ref. Start End Loc. 100%D 90%D 115%D 160%D 125%D <br />1 FC3 Floor Decking (Plan Unf. Lin. (lb/ft) L 00-00-00 19-05-12 Top 80 20 n\a <br />View Fill) <br />Hole Summary Description Center Elevation Ref. Height Width Shape Orientation <br />H01 08-00-00 8" L 12" Circular Horizontal <br />H02 12-00-00 8" L 12" Circular Horizontal <br />Controls Summary <br />Value <br />%D Allowable <br />Duration <br />Case <br />Location <br />Pos. Moment <br />4612 ft-Ibs <br />83.9% <br />100% <br />1 <br />09-08-10 <br />End Reaction <br />974 Ibs <br />72.7% <br />100% <br />1 <br />00-00-00 <br />End Shear <br />954 Ibs <br />43.9% <br />100% <br />1 <br />00-02-06 <br />Hole #1 Shear <br />303 Ibs <br />50.1 % <br />100% <br />3 <br />08-00-00 <br />Hole #2 Shear <br />338 Ibs <br />56.0% <br />100% <br />4 <br />12-00-00 <br />Total Load Deflection <br />L/587 (0.393") <br />40.9% <br />n\a <br />1 <br />09-08-10 <br />Live Load Deflection <br />L/734 (0.314") <br />65.4% <br />n\a <br />6 <br />09-08-10 <br />Max Defl. <br />0.393" <br />39.3% <br />n\a <br />1 <br />09-08-10 <br />Span / Depth <br />14.4 <br />Hole Location <br />Valid <br />%D Allow <br />%D Allow <br />Bearing Supports <br />Dim. (LxW) <br />Value <br />Support <br />Member <br />Material <br />B1 Wall/Plate <br />2-3/8" x 2-5/16" <br />974 Ibs <br />20.3% <br />72.7% <br />Unspecified <br />B2 Wall/Plate <br />2-3/8" x 2-5/16" <br />974 Ibs <br />20.3% <br />72.7% <br />Unspecified <br />Notes <br />Design meets Code minimum (U240) Total load deflection criteria. <br />Design meets User specified (U480) Live load deflection criteria. <br />Design meets arbitrary (1") Maximum Total load deflection criteria. <br />Design meets arbitrary (0.75") Maximum live load deflection criteria. <br />Composite El value based on 7/8" thick OSB sheathing glued and nailed to member. <br />Design based on Dry Service Condition. <br />BC CALC® analysis is based on IBC 2015. <br />Calculations assume member is fully braced. <br />Disclosure <br />Use of the Boise Cascade Software is <br />subject to the terms of the End User <br />License Agreement (EULA). <br />Completeness and accuracy of input <br />must be reviewed and verified by a <br />qualified engineer or other appropriate <br />expert to assure its adequacy, prior to <br />anyone relying on such output as <br />evidence of suitability for a particular <br />application. The output here is based on <br />building code -accepted design <br />properties and analysis methods. <br />Installation of Boise Cascade <br />engineered wood products must be in <br />accordance with current Installation <br />Guide and applicable building codes. To <br />obtain Installation Guide or ask <br />questions, please call (800)232-0788 <br />before installation. <br />BC CALC®, BC FRAMER®, AJSTM, <br />ALLJOIST®, BC RIM BOARDTm, BCI® , <br />BOISE GLULAMTm, BC FloorValue® , <br />VERSA -LAM®, VERSA -RIM PLUS® , <br />Page 5 of 9 <br />