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of i'i4rt i G VY co MEMBER REPORT PASSED <br />MAIN, MB#1 <br />1 piece(s) 3 1/2" x 13 1/2" 24F-V4 OF Glulam <br />Overall Length: 17' 2" <br />( 16' 3" <br />( <br />n <br />All locations are measured from the outside face of left support (or left cantilever end). All d mensions are horizontal. <br />DeWgn Rwillilts <br />Aaluej 0 Location <br />Allowed <br />Resuk <br />LOF <br />Load: Combinstlon (Pnthm) <br />Member Reaction (Ibs) <br />5794 @ 4" <br />12513 (5.50") <br />Passed (46%) <br />- <br />1.0 D - 0.525 E + 0.75 L + 0.75 S (All <br />Spans <br />Shear (Ibs) <br />3399 @ 15' 1" <br />8348 <br />Passed (41%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Pos Moment (Ft-Ibs) <br />16335 @ 8' 61/4" <br />18614 <br />Passed (88%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Neg Moment (Ft-Ibs) <br />-5108 @ 5' 11 1/2" <br />17596 <br />Passed (29%) <br />1.60 <br />0.6 D - 0.7 E (All Spans) <br />Live Load Defl. (in) <br />0.383 @ 8' 2 11/16" <br />0,550 <br />Passed (U517) <br />-- <br />1.0 D + 0.45 W + 0.75 L + 0.75 S (All <br />S ars <br />Total Load Defl. (in) <br />0.681 @ 8' 4 1/2" <br />0.825 <br />Passed (1 /291) <br />1.0 D + 0.45 W + 0.75 L + 0.75 5 (All <br />Spars) <br />• Deflection criteria: LL (1-/360) and TL (U240). <br />• A 12.5% decrease in the moment capacity has been added to account for lateral stability. <br />• Criticai positive moment adjusted by a volume/size factor of 1.00 that was calculated using ength L = 16' 6". <br />Critical negative moment adjusted by a volume/s�7e factor of 1.00 that was calculated using length L = 6' 2 1/16". <br />•592 Ibs uplift at support located at 4". Strapping or other restraint may be required. <br />• -854 Ibs uplift at support located at 16' 10". Strapping or other restraint may be required. <br />• The effects of positive or negative camber have not been accounted fer 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 />System : Wall <br />Member Type: Header <br />Building Use : Residential <br />Building code : IBC 2018 <br />Design Methodology : ASD <br />Supports <br />nearing La<Wth <br />Wads to Supports (ibs) <br />Accmworiss <br />Total <br />Avaiiatik <br />Required <br />Dead <br />Floor Live <br />Root Lira <br />snow <br />Wind <br />Sdsmk <br />Factored <br />1- Trimmer -HF <br />5.50" <br />5.50" <br />2.55" <br />2065 <br />2144 <br />798 <br />996 <br />A172 <br />2616/-2616 <br />57941-592 <br />None <br />2 - Trimmer- HF <br />5.50" <br />5.50" <br />2.55" <br />1988 <br />2144 <br />706 <br />882 <br />1310 <br />2924/-2924 <br />5792/-854 <br />None <br />Lateral Bracing <br />Bracing Intervals <br />comnwnts <br />Top Edge (Lu) <br />End Bearing Points <br />Bottom Edge (Lu) <br />End Bearing Points <br />Vertical Loads <br />Location <br />Tributary width <br />Dead <br />(0.90) <br />Floor Live <br />(1.00) <br />Roof Live <br />(non-snow;1.25) <br />Snow <br />(1.15) <br />Wind <br />(1.60) <br />Selemk <br />(1.60) <br />Comments <br />0 - Se.f Weight (PLF) <br />0 tc 17' 2" <br />N/A <br />11.5 <br />-- <br />- <br />- <br />-- <br />-- <br />1 - Uniform (PLF) <br />0 to 17' 2" <br />N/A <br />75.0 <br />249.8 <br />Linked from: <br />J5r# i, Support 2 <br />2 - Point (lb) <br />10 1/2" <br />N/A <br />133 <br />- <br />158 <br />197 <br />Linked from: RB# 1, <br />Support 1 <br />3 - Point (lb) <br />5' 11 1/2" <br />N/A <br />133 <br />158 <br />197 <br />Linked from: RB# I, <br />Support1 <br />4 Point <br />14'1 1/2° <br />N/A <br />133 <br />158 <br />197 <br />Linked from: RB# 1, <br />Support 1 <br />5 - Uniform (PSF) <br />0 to 17' 2" <br />8' <br />10.0 <br />Wail <br />6 - Uniform (PSF) <br />0 to 17' 2" <br />3' 1 <br />15.5 <br />20.0 <br />25.0 <br />Roof <br />7 - Point (lb) <br />10 1/2" <br />N/A <br />- <br />•2482 <br />-5540 <br />HD <br />8 - Point Qb) <br />11 1/2" <br />N/A <br />2482 <br />1 5540 <br />JHD <br />9 - Point (Ib) <br />14' 1 1/2" <br />N/A <br />1 <br />-2482 <br />1 5540 <br />JHD <br />ForteWEB Software Operator lob Notes <br />Chris Lalonde <br />Structural Design Associates <br />(425) 339-0293 <br />dalonde@sdaeverett.com Weyerhaenscr <br />10/8/2023 9:45:37 PM UTC <br />ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />File Name: 9902 <br />