Laserfiche WebLink
®eaeacaeador = Single 16" BCI® 6000s-1.8 PASSED <br />_v wro 's <br />1st FloorTloor JoistslFJ6(i1555) (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\FJ6(i1555) <br />City, State, Zip: Specifier: <br />Customer: Designer: <br />Code reports: ESR-1336 Company: <br />1 <br />L L <br />03-08-14 <br />B1 132 <br />Total Horizontal Product Length = 03-08-14 <br />Reaction Summary (Down / Uplift) (Ibs) <br />Bearing <br />Live <br />Dead <br />Snow <br />Wind Roof Live <br />B1, 3-1 /2" <br />52 / 0 <br />13 / 0 <br />B2, 2-3/8" <br />58 / 0 <br />15 / 0 <br />Load Summary <br />Live Dead Snow Wind Roof ocs <br />Live <br />Tag Description <br />Load Type <br />Ref. <br />Start <br />End <br />Loc. 100% 90% 115% 160% 125% <br />1 FC3 Floor Decking (Plan Unf. Lin. (lb/ft) L <br />00-03-08 03-08-14 <br />Top 32 8 n\a <br />View Fill) <br />Controls Summary <br />Value <br />%Allowable <br />Duration <br />Case Location <br />Pos. Moment <br />57 ft-Ibs <br />1.0% <br />100% <br />1 01-11-00 <br />End Reaction <br />73 Ibs <br />5.4% <br />100% <br />1 03-08-14 <br />End Shear <br />65 Ibs <br />3.0% <br />100% <br />1 00-03-08 <br />Total Load Deflection <br />L/999 (0.001") <br />n\a <br />n\a <br />1 01-11-00 <br />Live Load Deflection <br />L/999 (0.001") <br />n\a <br />n\a <br />2 01-11-00 <br />Max Defl. <br />0.001" <br />n\a <br />n\a <br />1 01-11-00 <br />Span / Depth <br />2.5 <br />% Allow <br />% Allow <br />Bearing Supports <br />Dim. (LxW) <br />Value <br />Support <br />Member <br />Material <br />B1 Wall/Plate <br />3-1/2" x 2-5/16" <br />65 Ibs <br />0.9% <br />4.2% <br />Unspecified <br />B2 Wall/Plate <br />2-3/8" x 2-5/16" <br />73 Ibs <br />1.5% <br />5.4% <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 9 of 9 <br />