Laserfiche WebLink
•;itil rxr.rc 1 c vv co MEMBER REPORT PASSED <br /> Upper Level,BM#21 <br /> 2 piece(s)2 x 10 HF No.2 <br /> Overall I mrith:S'6 <br /> ... , <br /> 0 0 <br /> b., <br /> , 5. <br /> [111 [I? <br /> All locations are measured from the outside fare of left support(or left cantilever end).All dimensions are horizontal, <br /> Design Results Actual 0 Location Allowed Result LIN Load:Combination(Pattern) System i Wall <br /> : <br /> Member Reaction(Ibs) 1965 @ 1 1/2" 3645(3.00") Passed(54%) -- 1.0 D+1.0 L(All Spans) Member Type Header <br /> ., <br /> Building Use:Residential <br /> Shear(Ibs) 1235©l'1/4" 2775 Passed(45%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-lbs) 2461 @ 2 9" 3333 Passed(74%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:AID <br /> .._ <br /> Live Load Deft.(in) 0.025 @ 2'9" 0.175 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) .. <br /> Total Load Defl.(in) 0.047©2'9" 0.262 Passed(17999+) -- 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:a(L/360)and TL(L7240). <br /> •Allowed moment does not reflect the adjustment for the boson stability factor. <br /> •Applicable calculations are based on NDS. <br /> ) - <br /> Bearing Length Loads to Supports(its) <br /> Supports total , Available Required Dead Floor Live Roof Live Snow Factored Accessories <br /> 1-Trimmer-SPE 3,00" 3.00" 1.62" 947 1018 165 206 1965 None <br /> 2-Trimmer-SPE 3 00" 3.00" 1.62" 947 1018 165 206 1965 Norms <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(LW) 5'6"o/c <br /> Bottom Edge MO 5'6"o/c <br /> •Maximum allowable bracing intervals based on applied load. <br /> ' Dead Floor Live Roof Live Snow <br /> Vertical Loads Location Tributary Width (0.90) (1.00) (non-snow:1.25) (1.15) comments <br /> 0-Self Weight(PI F) 0 to 5'6" N/A 7 0 .. .. <br /> 1-Uniform(PSF) 0 to 5'6" 9'3" 12.0 40.0 . FLR <br /> 2-Uniform(PSF) . 0 to 5'6" 3' 15.5 - 20.0 , 25.0 RF <br /> 3 Uniform(PSF) 0 to 5'6" 18' 10.0 . . . WALL <br /> , . <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.ntended 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 arid installation details refer to <br /> www.weyerlraeuser.com/woodproducts/documnent•iibrary. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ForteWEB Software Operator lob Notes 10/11/2022 12:09:46 AM UTC <br /> Chris Lalonde <br /> Structural Design Associates <br /> AAk ForteWEB v3.4,Engine: V8.2.2.122,Data:V8.1.3.0 <br /> (425)339-0293 <br /> clalondegisdaeverett.com Weverhamtusrr File Name: 9676 <br /> n.......no 1 I-tr. <br />