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/ii r V R i re. 141161 MEMBER REPORT PASSED <br /> ROOF,UB8 <br /> 1 piece(s)4 x 8 Douglas Fir-Larch No.2 <br /> Overall Length:6'3" <br /> - + <br /> u C <br /> n <br /> 6 �, <br /> L 0 <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:Wall <br /> Member Reaction(Ibs) 803 @ 0 3281(1.50") Passed(240/n) -- 1.0 D t 1.0 S(All Spans) Member Type:Header <br /> Building Use:Residential <br /> Shear(Ibs) 616 @ 8 3/4" 3502 Passed(18%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code:IBC 2015 <br /> Moment(Ft-Ibs) 1255 gr 3'1 1/2" 3438 Passed(37%) 1.15 1.0 D+ 1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.029 @ 3'1 1/2" 0.208 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) <br /> Total Load Defl.(in) 0.050 @ 3'1 1/2' 0.313 Passed(L/999+) -- 1.0 D+ 1.0 S(All Spans) <br /> • ueflecion c ite11a:LL(L/360)and TL(L(240). <br /> •Top Edge Bracing(Lu):Top compressior edge must be braced at 6'3"o/c unless detailed otherwise. <br /> • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6'3"o/c unless detailed otherwise. <br /> •Applicable cakulations are based on NDS. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Snow Total Accessories <br /> 1-Trimmer-S-F 1.50" 1.50" 1.50" 325 469 804 None <br /> 2-Trimmer-SPF 1.50" 1.50" 1.50" 335 469 804 None <br /> Dead Snow <br /> Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 6'3' l NJA 6.4 -- <br /> -- <br /> 1-Uniform(PSF) 0 to 6'3" 16.8 25.0 ROOF <br /> Weyerhaeuser Notes <br /> Weyerhaeuser warrants that the sizing of Its products mil oe in accordance with Weyerhaeuser product design criteria and pubkshed des on 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.corn/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> l SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser <br /> ForteWEB Software Operator Job Notes 12/3/2019 11:08:21 PM UTC <br /> Jasper <br /> Structural Design Associates ForteWEB v2.1,Engine: V7.3.2.309, Data:V7.2.0.2 <br /> (425)339-0293 <br /> )as pertipssdaeverett.cem File Name:8855 <br /> 4 <br />