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e <br /> MEMBER REPORT Level,Floor.JoistFAILED <br /> 1 piece(s) 2 x 10 Hem-Fir No. 2 @ 16" <br /> OC <br /> Overall Length: 16'5" <br /> 0 0 <br /> I I I <br /> 15'10" <br /> All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. <br /> Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(lbs) 594 @ 2 1/2" 1367(2.25") Passed(43%) -- 1.0 D+1.0 L(All Spans) Member Type:Joist <br /> Shear(lbs) 524 @ 1'3/4" 1388 Passed(38%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 2347 @ 8'2 1/2" 1917 Failed(122%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC <br /> Live Load Defl.(in) 0.611 @ 8'2 1/2" 0.400 Failed(1.1314) 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.841 @ 8'2 1/2" 0.800 Failed(1.1228) 1.0 D+1.0 L(All Spans) <br /> TJ-Pro`"Rating N/A N/A - <br /> Deflection criteria:LL(L/480)and TL(tJ240). <br /> Bracing(Lu):All compression edges(top and bottom)must be braced at 6"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing <br /> Is required to achieve member stability. <br /> A 15%Increase in the moment capacity has been added to account for repetitive member usage. <br /> •Software only analyzes holes in TJI@ Joists,Microllampp LVL,Parallamp PSL and 1iimber5trand@ ISL <br /> Applicable calculations are based on NDS. <br /> No composite action between deck and joist was considered in analysis. <br /> Bearing Length Loads to Supports(lbs) <br /> Supports Total Available Required Dead Dove Total Accessories <br /> 1-Stud wall-HF 3.50" 2.25" 1.50" 164 438 602 1 1/4"Rim Board <br /> 2-Stud wall-HF 3.50" 2.25" 1.50" 164 1 438 602 1 1/4"Rim Board <br /> •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. <br /> Dead Floor Live <br /> Loads Location Spacing (0.90) (1.00) Comments <br /> I-Uniform(PSF) 0 to 16'5" 16" 15.0 40.0 Residential-Living <br /> Areas <br /> Shear(lbs) Moment(Ft-lbs) Deflection(in) <br /> Location Analysis Actual/Allowed/LDF Actual/Allowed/LDF Live Load/Total Comments <br /> 1-4'5" 305/1388/1.00 1820/1917/1.00 0.453/0.623 //�� <br /> Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not Intended to <br /> circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to <br /> assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested <br /> in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. <br /> The product application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> C� <br /> Forte Software Operator Job Notes 9/21/2016 10:20:55 AM <br /> Brian Loshbough Forte v5.0,Design Engine:V6.4.0.40 <br /> Dibble Engineers Inc <br /> (425)828-4200 <br /> bdan@dibbleengineers.com <br />