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M901"casoada' Single 16" BCI® 6000s-1.8 PASSED <br />ewore[ Vwaoowro M <br />1 st Floor\Floor Joists\FJ4(i1527) (Floor Joist) <br />BC Design Engine Member Report Dry 12 spans 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\FJ4(i1527) <br />City, State, Zip: Specifier: <br />Customer: Designer: <br />Code reports: ESR-1336 Company: <br />11-04-02 <br />B1 <br />Q <br />B2 <br />Total Horizontal Product Length = 19-05-12 <br />08-01-10 <br />B3 <br />Reaction Summary (Down / Uplift) (Ibs) <br />Bearing <br />Live <br />Dead <br />Snow <br />Wind <br />Roof Live <br />B 1, 2-3/8" <br />403 / 20 <br />96 / 0 <br />B2, 3-1/2" <br />951 / 0 <br />238 / 0 <br />B3, 2-3/8" <br />302 / 78 <br />56 / 0 <br />Load Summary <br />Live Dead <br />Snow Wind Roof OCS <br />Live <br />Tag Description <br />Load Type <br />Ref. <br />Start <br />End <br />Loc. <br />100% 90% <br />115% 160% 125% <br />1 FC3 Floor Decking (Plan Unf. Lin. (lb/ft) <br />L <br />00-00-00 19-05-12 <br />Top <br />80 20 <br />n\a <br />View Fill) <br />Hole Summary Description <br />Center <br />Elevation <br />Ref. Height <br />Width <br />Shape Orientation <br />H01 <br />08-00-00 <br />8" <br />L 12" <br />Circular Horizontal <br />H02 <br />14-00-00 <br />8" <br />L 12" <br />Circular Horizontal <br />Controls Summary <br />Value <br />% Allowable <br />Duration <br />Case <br />Location <br />Pos. Moment <br />1179 ft-Ibs <br />21.5% <br />100% <br />2 <br />04-11-13 <br />Neg. Moment <br />-1066 ft-Ibs <br />19.4% <br />100% <br />1 <br />11-04-02 <br />End Reaction <br />499 Ibs <br />37.3% <br />100% <br />2 <br />00-00-00 <br />Int. Reaction <br />1189 Ibs <br />44.9% <br />100% <br />1 <br />11-04-02 <br />End Shear <br />479 Ibs <br />22.0% <br />100% <br />2 <br />00-02-06 <br />Cont. Shear <br />641 Ibs <br />29.5% <br />100% <br />1 <br />11-02-06 <br />Hole #1 Shear <br />326 Ibs <br />54.0% <br />100% <br />4 <br />08-00-00 <br />Hole #2 Shear <br />268 Ibs <br />44.3% <br />100% <br />1 <br />14-00-00 <br />Total Load Deflection <br />L/999 (0.043") <br />n\a <br />n\a <br />2 <br />05-06-08 <br />Live Load Deflection <br />L/999 (0.035") <br />n\a <br />n\a <br />9 <br />05-06-08 <br />Total Neg. Defl. <br />L/999 (-0.003") <br />n\a <br />n\a <br />2 <br />14-01-08 <br />Max Defl. <br />0.043" <br />n\a <br />n\a <br />2 <br />05-06-08 <br />Span / Depth <br />8.4 <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 />499 Ibs <br />10.4% <br />37.3% <br />Unspecified <br />B2 Wall/Plate <br />3-1/2" x 2-5/16" <br />1189 Ibs <br />16.8% <br />44.9% <br />Unspecified <br />B3 Wall/Plate <br />2-3/8" x 2-5/16" <br />358 Ibs <br />7.5% <br />26.8% <br />Unspecified <br />Page 6 of 9 <br />