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%V8d" caw" Double 16" BCI@ 4500s-1.8 <br />_ERED��M <br />1 st FloorTloor Joists\FJI (il 553) (Floor Joist) <br />BC Design Engine Member Report Dry 11 span I No cant. 124" OCS I Repetitive I Glued & nailed March 15, 2023 11:07:13 <br />Build 8548 <br />Job name: File name: TTHl-9.mmdl <br />Address: Description: 1st Floor\Floor Joists\FJ1 (i1553) <br />City, State, Zip: Specifier: <br />Customer: Designer: <br />Code reports: ESR-1336 Company: <br />1311 <br />19-05-12 <br />Total Horizontal Product Length = 19-05-12 <br />IIIIIIIINM—A <br />132 <br />Reaction Summary (Down / Uplift) (lbs) <br />Bearing Live Dead <br />Snow <br />Wind <br />Roof Live <br />B1, 2-3/8" 854/0 213/0 <br />B2, 2-3/8" 1122/0 280/0 <br />Load Summary <br />Live Dead <br />Snow Wind Roof OCS <br />Live <br />Tag Description Load Type Ref. <br />Start End <br />Loc. 100% 90% <br />115% 160% 125% <br />1 FC3 Floor Decking (Plan Unf. Lin. (lb/ft) L <br />00-00-00 19-05-12 <br />Top 41 10 <br />n\a <br />View Fill) <br />2 FC3 Floor Decking (Plan Unf. Lin. (lb/ft) L <br />00-00-00 15-10-10 <br />Top 39 10 <br />n\a <br />View Fill) <br />3 FC3 Floor Decking (Plan Unf. Lin. (lb/ft) L <br />16-00-06 19-05-12 <br />Top 41 10 <br />n\a <br />View Fill) <br />4 FJ2(il526) Conc. Pt. (lbs) L <br />15-10-10 15-10-10 <br />Top 417 104 <br />n\a <br />Hole Summary Description <br />Center Elevation Ref. Height Width <br />Shape Orientation <br />H01 <br />08-00-00 8" L <br />12" <br />Circular Horizontal <br />H02 <br />12-00-00 8" L <br />12" <br />Circular Horizontal <br />Controls Summary Value % Allowable Duration <br />Case Location — <br />Pos. Moment 5551 ft-lbs 67.9% <br />100% <br />1 10-0774 <br />End Reaction 1402 lbs 59.4% <br />100% <br />1 19-05-12 <br />End Shear 1382 lbs 35.0% <br />100% <br />1 19-03-06 <br />Hole #1 Shear 396 lbs 36.1% <br />100% <br />3 08-00-00 <br />Hole #2 Shear 320 lbs 29.1% <br />100% <br />4 12-00-00 <br />Total Load Deflection L/694 (0.332") 34.6% <br />n\a <br />1 10-00-00 <br />Live Load Deflection L/868 (0.266") 55.3% <br />n\a <br />6 10-00-00 <br />Max Defl. 0.332" 33.2% <br />n\a <br />1 10-00-00 <br />Span / Depth 14.4 <br />Hole Location Valid <br />% Allow % Allow <br />Bearing SupportS Dim. (LxW) Value <br />Support Member <br />Material <br />B1 Wall/Plate 2-3/8" x 3-1/2" 1067 lbs <br />14.7% 45.2% <br />Unspecified <br />B2 Wall/Plate 2-3/8" x 3-1/2" 1402 lbs <br />19.3% 59.4% <br />Unspecified <br />Cautions <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" BCl@ 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 />Page 1 of 9 <br />