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. -Al F O R T E MEMBER REPORT PASSED <br /> Mezzanine,Joist J1 <br /> 1 piece(s)14"T]I®360 @ 16"OC <br /> Overall Length: 16'4' <br /> 0 0 <br /> 111 <br /> 1 15 3 <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:Floor <br /> Member Reaction(Ibs) 1505 @ 4 1/2" 1505(3.50") Passed(100%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist <br /> Building Use:Commercial <br /> Shear(Ibs) 1439 @ 5 1/2" 1955 Passed(740/0) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 <br /> Moment(Ft-Ibs) 5666 @ 8'2" 7335 Passed(77°/0) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Dell.(in) 0.385 @ 8'2" 0.519 Passed(L/486) -- 1.0 D+1.0 L(All Spans) <br /> Total Load Defl.(in) 0.431 @ 8'2" 0.779 Passed(L/434) -- 1.0 D+1.0 L(All Spans) <br /> TJ-Pro""Rating 53 40 Passed -- -- <br /> • Deflection criteria:LL(L/360)and TL(L/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 4'2"o/c based on loads applied,unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 16'2"o/c based on loads applied,unless detailed otherwise. <br /> •A structural analysis of the deck has not been performed. <br /> •Deflection analysis is based on composite action with a single layer of decking_2332Edge that is gluedAndNailedDown. <br /> •Additional considerations for the TJ-Pro""Rating include:None. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Live Total Accessories <br /> 1-Stud wall-SPF 5.50" 4.25" 3.50" 163 1361 1524 1 1/4"Rim Board <br /> 2-Beam-SPF 5.50" 4.25" 3.50" 163 1361 1524 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 /> Vertical Load Location(Side) Spacing (0.90) (1.00) Comments <br /> 1-Uniform(PSF) 0 to 16'4" 16" 15.0 125.0 Default Commercial <br /> Load <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-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ForteWEB Software Operator Job Notes 1/15/2020 8:59:23 PM UTC <br /> Mark <br /> ESGD ForteWEB v2.3, Engine:V8.0.0.21, Data:V7.3.1.1 <br /> (701)660-9422 <br /> mark.esgd@outlook.com Weyerhaeuser File Name: Birdwell TI <br /> Page 1/ 1 <br />