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• <br /> • it FORTE MEMBER REPORT PASSED <br /> Mezzanine, Stair Stringers <br /> 1 piece(s)1 3/4"x 5 1/2"2.0E Microllam®LVL @ 19.2"OC <br /> • <br /> Sicced_eng:•:22 a 1/4' <br /> 0 0 <br /> r <br /> 12 <br /> a ; <br /> a <br /> a a a <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Length:22'11 7/8" <br /> Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof <br /> Member Reaction(Ibs) 2179 @ 9'5 1/4" 3129(3.50") Passed(70°/0) -- 1.0 D+1.0 L(All Spans) Member Type:Joist <br /> Building Use:Commercial <br /> Shear(Ibs) 990 @ 8'10 15/16" 1829 Passed(54%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 <br /> Moment(Ft-Ibs) -2011 @ 9'5 1/4" 2211 Passed(91%) 1.00 1.0 D+ 1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.567 @ 4'6 15/16" 0.555 Passed(L/235) -- 1.0 D+ 1.0 L(Alt Spans) Member Pitch:8/12 <br /> Total Load Defl.(in) 0.628 @ 4'6 5/16" 0.739 Passed(L/212) -- 1.0 D+ 1.0 L(Alt Spans) <br /> • Deflection criteria:LL(L/240)and TL(L/180). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 14'o/c based on loads applied,unless detailed otherwise. <br /> • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 7'6"o/c based on loads applied,unless detailed otherwise. <br /> •A 4%increase in the moment capacity has been added to account for repetitive member usage. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Live Total Accessories <br /> 1-Beveled Plate-SPF 3.50" 3.50" 1.50" 106 679/-92 785/-92 Blocking <br /> 2-Beveled Plate-SPF 3.50" 3.50" 2.44" 333 1846 2179 None <br /> 3-Beveled Plate-SPF 3.50" 3.50" 1.50" 106 679/-92 785/-92 Blocking <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 /> Dead Floor Live <br /> Vertical Load Location(Side) Spacing (0.90) (1.00) Comments <br /> 1-Uniform(PSF) 0 to 18'10 1/2" 19.2" 15.0 100.0 Default 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 1/24/2020 10:22:13 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 />