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aidi r vrx ( C vv C m MEMBER REPORT PASSED <br />MAIN, MB#2 <br />1 piece(s) 5 1/2" x 18" 24F-V4 OF Glulam <br />Overall Length 23' 10" <br />0 <br />23' 3" <br />0 <br />Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />Design Results <br />Actual B location <br />Allowed <br />Result <br />LDF <br />Load. Combination (Pattern) <br />Member Reaction (Ibs) <br />6759 @ 31/2" <br />6759 (1.89") <br />Passed (100%) <br />-- <br />1.0 D + 1.0 L (Ali Spans) <br />Shear (Ibs) <br />5892 @ 1' 9 1/2" <br />17490 <br />Passed (34%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Pos Moment (Ft-Ibs) <br />39498 @ 11' 11 3/4" <br />56035 <br />Passed (70%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in) <br />0.596 @ 11' 11 3/4" <br />0.779 <br />Passed (L/471) <br />-- <br />1.0 D + 1.0 L (All Spans) <br />Total Load Defl. (in) <br />0.807 @ 11' 11 3/4" <br />1 1.169 <br />1 Passed (L/347) <br />1.0 D + 1.0 L (All Spars) <br />• uenecuon cnreria: LL tyaoul ano I L LL/tqul. <br />• A 5.7% decrease in the moment capacity has been added to account for lateral stability. <br />• Critical positive moment adjusted by a volume/size factor of 0.94 that was calculated using length L = 23' 4 1/2". <br />• The effects of positive or negative confider have not been accounted for when calculating deflection. <br />• The specified glulam Is assumed to have Its strong laminations at the bottom of the beam. Install with proper side up as Indicated by the manufacturer. <br />• Applicable calculations are based on NDS. <br />Supports <br />Bearing Length <br />Loads to Supports Qbs) <br />+ram <br />Total <br />Available <br />Required <br />Dead <br />floor Live <br />factored <br />1- Hanger on 18" GLB beam <br />3.50" <br />Hangers <br />1.89" <br />1809 <br />S112 <br />6921 <br />See note c <br />2 - Stud wall - HF <br />3.50" <br />3.50" <br />108" <br />L797 <br />505 1 <br />6855 <br />stocking <br />'-l". arc ua1-sn,-u ry carry iw udun oyyncu ulf—Y auu"e soma di ru tin: lu• ruaU o dPPrr4v w arse memuei MIlly UM49rwo, <br />• At hanger supports, the Total Bearing dimension Is equal to the width of the material that is supporting the hanger <br />• 1 See Connector grid below for additional Information and/or requirements. <br />Lateral Bracing <br />Bracing Intervals <br />Comments <br />Top Edge(Lu) <br />Continuous <br />Bottom Edge (Lu) <br />End Bearing Points <br />0 <br />Member Length : ZT 61/2' <br />System : Floor <br />Member Type: Drop Beam <br />Building Use: Residential <br />Building Code : I8C 2018 <br />Design Methodology : ASD <br />Connector- Simpson Strong -Tie <br />support <br />Model <br />Seat Longer <br />Top Fasteners <br />Face Fasteners <br />I Member Fastener'9 <br />JA00assaries <br />1- Top Mount Hanger <br />HGLT6 H=18 <br />1 6.00" <br />6-N51A <br />I 12-N54A <br />6 N54A <br />• tcerer m manuracwrer notes aria instructions ror proper rnsta iavon aria use or an connectors. <br />Dead <br />Floor Live <br />Vertical Loads <br />Location (Side) <br />Tributary <br />(0.94) <br />(i,lt0) <br />Comments <br />0 - Seif Weight (PLF) <br />3 1/2" to 23' 10" <br />N/A <br />24.1 <br />-- <br />1- Uniform (PLF) <br />0 to 23' 10' (Front) <br />N/A <br />75.8 <br />253.5 <br />Linked from: <br />JST#1, Support 1 <br />2 - Uniform (PLF) <br />0 to 23' 10• (Front) <br />N/A <br />51.8 <br />173.3 <br />Linked from: <br />JST#2, Support 2 <br />ForteWES Software Operator Job Notes 2/15/2024 7:49:39 PM UTC <br />Chris Lalonde <br />Structural Design Associates ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 <br />(425) 339-0293 <br />dafonde* sdaevereit.com Weyerhaeusc, File Name: 9902 <br />