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:rEl r V K t C VW C.d MEMBER REPORT PASSED <br /> Upper Level,JST#7.1(7-5-23) <br /> 1 piece(s)11 7/8"TM®110 @ 16"OC <br /> Overall Length:16'11" <br /> If�t <br /> � O <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 R.etdt LOP 'load:Combat/Won plattsurO System:Floor <br /> 1.0 D+0.525E+0.75 L+0.75 S(All Member Type:Joist <br /> Member Reaction(lbs) 2324 @ 14'8 1/4" 3760(5.25") Passed(62%) 1.60 Spans) Building Use:Residential <br /> Shear(Ibs) 1701 @ 14'11" 2496 Passed(68%) 1.60 1.0 D+0.7 E(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-lbs) -3412 @ 14'8 1/4" 5056 Passed(67%) 1.60 1.0 D+0.7 E(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.161 @ 16'11" 0.200 Passed(21/332) -- 1.0 D+0.45 W+0.75 L+0.75 S(Alt <br /> Spans) <br /> Total Load Den.(in) 0.217 @ 16'11" 0.223 Passed(2L/248) 1.0 D+0.45 W+0.75 L+0.75 S(Alt <br /> Spans) <br /> TJ-Pro'"Rating 47 40 Passed — -- <br /> •Deflection criteria:LL(L/480)and TL(1/240). <br /> •Overhang deflection criteria:LL(0.2")and IL(2L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •An excessive uplift of-1012 lbs detected at support located at 14'7". <br /> •A structural analysis of the deck has not been performed. <br /> • Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser Edge""Panel(24"Span Rating)that is nailed down. <br /> •Additional considerations for the TJ-Pro'"Rating include:None. <br /> Swing Length Weds to Support:(its) <br /> Supports Total Available ReguIred Dead Floor Live Roof Llee Snow Wind leer* rectonee , <br /> 1-Stud wall-SPF 5.50" 4.25" 1.75" 56 402/-4 -28 -39 -207 248/-248 467/-140 1 1/4"Rim Board <br /> 2-Stud wall-SPF 5.50" 5.50" 3.50" 653 510 228 314 1671 2006/-2006 2324/ Blocking <br /> 1012 <br /> •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. <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 sradog Interval* comments <br /> Top Edge(Lu) 4'1"o/c <br /> Bottom Edge(Lu) 3'o/c <br /> •TJI joists are only analyzed using Maximum Allowable bracing solutions. <br /> •Maximum allowable bracing intervals based on applied load. <br /> Dead moor Live Roof Live Snow Wind Seismic <br /> Vertical Loads Location : Spacing (0.90) (1.00) (non snow 1,23) (1.18) (1.00) (LSO) Comment. <br /> 1-Uniform(PSF) 0 to 16'11" 16" 12.0 40.0 - - - - Default Load <br /> 2-Point(PLF) 16'8 1/2" 16" 45.0 - 60.0 _ 75.0 - - RF <br /> 3-Point(PLF) 16'8 1/2" 16" 160.0 - - • - Wall <br /> 4-Point(lb) 16'8 1/2" N/A 165 - 120 175 - - BM#4 <br /> SHEARWALL END <br /> 5-Point(lb) 16'8 1/2" N/A 1464 1756 UNFACTORED <br /> WIND AND EQ w/ <br /> OVERSTTRENGrH <br /> W/3s/ <br /> IForteWEB Software Operator Job Notes 7/5/2023 3:49:33 PM UTC <br /> Chris Lalonde <br /> Structural Design Associates FOrteWEB v3.6,Engine:V8.3.0.43,Data:V8.1.4.1 <br /> (425)339-0293 <br /> dalonde@sdaeverett.com Weyerhaeuser File Name:9676 <br />