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l r• ,li tT ! G via' C3 MEMBER REPORT PASSED <br /> Roof, BM#3 <br /> 1 piece(s)5 1/2"x 15"24F-V4 OF Glulam { <br /> Overall Length:22'8" <br /> 0 / / 0 <br /> r <br /> 1 , <br /> 21'9" <br /> 4 <br /> t.!1 i. <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual 9 Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(Ibs) 6217 @ 4" 19663(5.50") Passed(32%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam <br /> Building Use:Residential <br /> Shear(Ibs) 5422 @ 1'8 1/2" 16761 Passed(32%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2018 <br /> Pos Moment(Ft-Ibs) 32623 @ 12'1 1/16" 45850 Passed(71%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Deft(in) 0.579 @ 11'4 3/16" 0.733 Passed(L/456) -• 1.0 D+1.0 S(All Spans) <br /> Total Load Defl.(in) 1.050 @ 11'4 1/4" 1.100 Passed(L/251) -- 1.0 D+ 1.0 S(All Spans) <br /> •Deflection criteria:LL(L/360)and TL(L/240). <br /> •A 3.3%decrease in the moment capacity has been added to account for lateral stability. <br /> •Critical positive moment adjusted by a volume factor of 0.97 that was calculated using length L=22'. <br /> •The effects of positive or negative camber 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 /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Roof Live Snow Factored Accessories <br /> 1-Column-HF 5.50" 5.50" 1.74" 2814 2722 3402 6217 Blocking <br /> 2-Column-BF 5.50" 5.50" 1.59" 2593 2486 3108 5701 Blocking <br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. <br /> Lateral Bracing Bracing Intervals comments <br /> Top Edge(Lu) Continuous <br /> Bottom Edge(Lu) End Bearng Points <br /> i Dead Roof Live Snow <br /> Vertical Loads Location(Side) Tributary Width (0.90) (non-snow:1.25) (1.15) comments <br /> 0-Self Weight(PLF) 0 to 22'8" N/A 20.0 -- _. <br /> 1-Uniform(Psi) 0 to 6'6"(Front) 10' 19.5 20.0 25.0 RF <br /> 2-Uniform(PSI) 6'6''to 14'9"(Front) 6' 15.3 20.0 25.0 RE <br /> 3 Uniform(Psi) 14'9"to 21'9"(Front) 10' 19.5 20.0 25.0 RF <br /> 4-Point(lb) 6'6"(Front) N/A 779 759 949 BM#2 <br /> 5-Rant(lb) 14'9"(Front) N/A 779 759 949 BM#2 <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 this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.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 1CC-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.weverhaeuser.corn/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> 1/5..—. 106 <br /> ForteWEB Software Operator lob Notes 10/11/2022 12:09:46 AM UTC <br /> Chris Lalonde <br /> Structural Design Associates ForteWEB v3.4, Engine: V8.2.2.122,Data:V8.1.3.0 <br /> 339 0293 claio File Name:9676 <br /> dalorn;e,Psdaeverett.com `Xrevcrhaeuscr <br />