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FORTE.IJ MEMBER REPORT 5 of 32 PASSED <br /> Garage Addition,Ridge Beam Good, USE <br /> 1 piece(s)4 x 6 HF No.2 <br /> -�s', <br /> —ctxa< <br /> • <br /> r • <br /> • <br /> • <br /> a a <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof <br /> Member Reaction(Ibs) 576 @ 1/4" 2481(1.75") Passed(23%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam <br /> Building Use:Residential <br /> Shear(Ibs) 402 @ 7 1/4" 2214 Passed(18%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-Ibs) 564 @ 2' 1869 Passed(30%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.015 @ 2' 0.198 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 <br /> Total Load Defl.(in) 0.025 @ 2' 0.264 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) <br /> • Deflection criteria:LL(L/240)and TL(L/180). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Applicable calculations are based on NDS. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Snow Total Accessories <br /> 1-Column-HF 1.75" 1.75" 1.50" 224 352 576 Blocking <br /> 2-Column-HF 1.75" 1.75" 1.50" 224 352 576 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) 4'o/c <br /> Bottom Edge(Lu) 4'o/c <br /> •Maximum allowable bracing intervals based on applied load. <br /> Dead Snow <br /> Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 4' N/A 4.9 -- <br /> Linked from:Roof <br /> 1-Uniform(PLF) 0 to 4'(Top) N/A 53.5 88.0 Rafter RR-1, <br /> Support 2 <br /> Linked from:Roof <br /> 2-Uniform(PLF) 0 to 4'(Top) N/A 53.5 88.0 Rafter RR-1, <br /> Support 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 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.weyerhaeuser.com/woodproducts/document-Ilbrary. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ForteWEB Software Operator Job Notes <br /> Michael Antimie <br /> n/a <br /> (714)277-6004 <br /> michael.antimie@outlook.com Weyerhaeuser <br />