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®edwCasc" = Double 16" BCI® 4500s-1.8 PASSED <br />E"DNEEIHD W000 MOWC3 <br />1st Floor\Floor JoistslFJ2(i1526) (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: list Floor\Floor Joists\FJ2(i1526) <br />City, State, Zip: Specifier: <br />Customer: Designer: <br />Code reports: ESR-1336 Company: <br />1311 <br />u <br />04-04-08 <br />Total Horizontal Product Length = 04-04-08 <br />B2 <br />Reaction Summary (Down / Uplift) (Ibs) <br />Bearing <br />Live Dead <br />Snow <br />Wind Roof Live <br />B1,2" <br />422/0 106/0 <br />B2,4" <br />871/0 218/0 <br />Load Summary <br />Live Dead Snow Wind Roof ocS <br />Live <br />Tag Description <br />Load Type Ref. <br />Start <br />End <br />Loc. 100% 90% 115% 160% 125% <br />1 FJ5(i1545) <br />Conc. Pt. (Ibs) L <br />01-09-10 01-09-10 <br />Top 635 159 n\a <br />2 FJ5(i1533) <br />Conc. Pt. (Ibs) L <br />03-09-10 03-09-10 <br />Top 648 162 n\a <br />Controls Summary <br />Value % Allowable <br />Duration <br />Case Location <br />Pos. Moment <br />885 ft-Ibs 10.8% <br />100% <br />1 01-09-10 <br />End Reaction <br />1089 Ibs 36.9% <br />100% <br />1 04-04-08 <br />End Shear <br />1089 Ibs 27.6% <br />100% <br />1 04-00-08 <br />Total Load Deflection <br />L/999 (0.006") n\a <br />n\a <br />1 01-09-10 <br />Live Load Deflection <br />U999 (0.005") n\a <br />n\a <br />2 01-09-10 <br />Max Defl. <br />0.006" n\a <br />n\a <br />1 01-09-10 <br />Span / Depth <br />3.0 <br />% Allow <br />% Allow <br />Bearing Supports <br />Dim. (LxW) Value <br />Support <br />Member <br />Material <br />B1 Hanger <br />2" x 3-1/2" 528 Ibs <br />31.7% <br />18.3% <br />IUS3.56/16 <br />B2 Wall/Plate <br />4" x 3-1/2" 1089 Ibs <br />8.9% <br />36.9% <br />Unspecified <br />Cautions <br />Hanger IUS3.56/16 requires (14) 10d face nails, (2) 10dx1.5 joist nails. <br />Distributed side -load and/or concentrated side loads exceeds allowable magnitude for connection <br />design. Please consult a technical representative or Professional Engineer for the design of the <br />connection. <br />All multiple member 16" BCI® 4500s-1.8 applications with side load or unevenly distributed top load <br />require filler blocks and fasteners. See Boise Cascade Technical Note IJ-13 for further information. <br />Web stiffeners (WSb) are required depending upon actual reaction, hanger type, or other web stiffener <br />requirement at bearing(s) B1. <br />Header for the hanger IUS3.56/16 is a Double 16" I -joist. <br />Page 3 of 9 <br />