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®Bd"cascacw Single 16" BCI® 6000s-1.8 PASSED <br />.EKDWOCOMI 's <br />1 st Floor\Floor Joists\FJ5(i1539) (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\FJ5(i1539) <br />City, State, Zip: Specifier: <br />Customer: Designer: <br />Code reports: ESR-1336 Company: <br />B1 <br />0 <br />15-11-04 <br />Total Horizontal Product Length = 15-11-04 <br />Reaction Summary (Down / Uplift) (Ibs) <br />Bearing Live Dead Snow Wind Roof Live <br />B 1, 2-3/8" 637 / 0 159 / 0 <br />B2, 2-3/8" 637 / 0 159 / 0 <br />B2 <br />Load Summary Live Dead Snow Wind Roof OCS <br />Live <br />Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% <br />1 FC3 Floor Decking (Plan Unf. Lin. (lb/ft) L 00-00-00 15-11-04 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 <br />12-00-00 8" L 12" <br />Controls Summary <br />Value <br />%Allowable <br />Duration <br />Case <br />Location <br />Pos. Moment <br />3068 ft-Ibs <br />55.8% <br />100% <br />1 <br />07-11-04 <br />End Reaction <br />797 Ibs <br />59.5% <br />100% <br />1 <br />00-00-00 <br />End Shear <br />777 Ibs <br />35.7% <br />100% <br />1 <br />00-02-06 <br />Hole #1 Shear <br />159 Ibs <br />26.2% <br />100% <br />2 <br />08-00-00 <br />Hole #2 Shear <br />440 Ibs <br />72.8% <br />100% <br />4 <br />12-00-00 <br />Total Load Deflection <br />L/1021 (0.184") <br />23.5% <br />n\a <br />1 <br />07-11-04 <br />Live Load Deflection <br />L/1277 (0.147") <br />37.6% <br />n\a <br />6 <br />07-11-04 <br />Max Defl. <br />0.184" <br />18.4% <br />n\a <br />1 <br />07-11-04 <br />Span / Depth <br />11.7 <br />Hole Location <br />Valid <br />% Allow <br />% 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 />797 Ibs <br />16.6% <br />59.5% <br />Unspecified <br />B2 Wall/Plate <br />2-3/8" x 2-5/16" <br />797 Ibs <br />16.6% <br />59.5% <br />Unspecified <br />Notes <br />Design meets Code minimum (L/240) Total load deflection criteria. <br />Design meets User specified (L/480) 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 />Circular Horizontal <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 GLULAMT"', BC FloorValue® , <br />VERSA -LAM®, VERSA -RIM PLUS®, <br />Page 8 of 9 <br />