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idirvRtcvvcD <br />MEMBER REPORT <br />0 <br />MAIN, MB#10 <br />1 piece(s) 5 1/2" x 11 7/8" 24F-V4 DF Glulam <br />Overall Length: 7' 9" <br />i <br />r <br />r <br />10 <br />7.3'. <br />Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal, <br />C si n Results <br />Actual o Location <br />Allowed <br />Restdt <br />IDF <br />Load: combination (Pattern) <br />Member Reaction (Ibs) <br />6716 @ 1 1/2" <br />6683 (3.00") <br />Passed (101%) <br />1.0 D + 1.0 L (All Spans) <br />Shear (Ibs) <br />6210 @ V 2 7/8" <br />11539 <br />Passed (54%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Pos Moment (Ft-Ibs) <br />12147 @ 2' 3/4" <br />25853 <br />Passed (47%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in) <br />0.046 @ 3' 7 5/16" <br />0.250 <br />Passed (L/9991) <br />1.0 D + 0.75 L + 0.75 S (All Spans) <br />Total Load Deft. (in) <br />0.077 @ 3' 7 3/4" <br />0.375 <br />Passed (L/999+) <br />1.0 D + 0.75 L + 0.75 S (All Spans) <br />• vcneutau u"end: u. tyaoo) anU i L lc/[vu). <br />• Critical positve moment adjusted by a volume/size factor of 1.00 that was calculated using length L = T 6". <br />. The effects of positive or negative camber have rot 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 />PASSED <br />ell <br />0 <br />Member Length : TV <br />System : Floor <br />Member Type : Drop Beam <br />Building Use : Residential <br />Building Code : IBC 2018 <br />Design Methodology : Aso <br />Supports <br />Bearing Length <br />Loads to Supports (Ibs) <br />Accessories <br />Total <br />Available <br />Required <br />Dead <br />I Floor live <br />Roof U. <br />S., <br />factored <br />1- Stud wall- HIP <br />3.00" <br />3.00" <br />3.02" <br />2615 <br />4101 <br />1046 <br />1308 <br />6716 <br />None <br />2 - Stud wall - HF <br />3.00" <br />3.00" <br />1.77" <br />1741 <br />1631 <br />l046 <br />1308 <br />3944 <br />Blocking <br />,.i 11 1 ", F ­— a-wx" _ to ­. r ­ ,ueua oW v u:ec4.uy duure "tern wr's'­ rum ludo rs appgea W um memner ueing nesigneo, <br />Lateral Bracing <br />Bracing intervals commant• <br />Top Edge (Lu) <br />Continuous <br />Bottom Edge (Lu) <br />End Bearing Points 3 <br />Vertical Loads <br />Location (Side) <br />'Tributary <br />Dead <br />(0.90) <br />Floor Uve <br />(L00) <br />Roof Live <br />(x.2S) <br />Snow <br />(2.15) <br />Comments <br />0 - Self Weight (PLF) <br />0 to 7' 9" <br />N/A <br />15.9 <br />j <br />1 - Uniform (PSF) <br />0 to T 9" (Front) <br />2' <br />12.0 <br />40.0 <br />Floor <br />2 - Uniform (PSF) <br />0 to 7' 9" (Front) <br />13' 6" <br />15.5 <br />20.0 <br />25.0 <br />Roof <br />3 - Uniform (PSF) <br />4 - Point (lb) <br />0 to T 9" (Front) <br />2' 3/4" (Front) _ <br />8' <br />N/A <br />10.0 <br />I809 <br />5112 <br />Wall <br />Linked from <br />MBlt2, Support 1 <br />Weyerhaeuser Notes <br />Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties <br />related to the software. Use of th',s software is not intended to circumvent the need for a design professional as determined by the authority having jurisdictior. The designer of record, builder or framer is <br />responsible to assure that this calculation Is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at <br />Weyerhaeuser facilities are third -party certiFied to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 <br />and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to <br />www.wayerhaeuser.com/woodproducts/document- library. <br />The product application, input design loads, dimensons and support information have been provided by ForteWEB Software Operator <br />ForteWEB Software Operator Sob Notes <br />Chris Lalonde <br />Structural Design Associates <br />(425) 339-0293 <br />dalonde@sdaeverett.com trey rhaeuscv <br />2/15/2024 7:49:39 PM UTC <br />ForteWEB 0.7, Engine: V8.4.0.40, Data: V8.1.5.0 <br />File Name: 9902 <br />