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MEMBER REPORT PASSE® <br /> FLOOR,Floor: Bearing lane Beam <br /> 2 piece(s)13/4"x 71/4"2.0E Microllam®LVL <br /> Overall Length:8'7' <br /> 0 0 <br /> lsl <br /> a' <br /> a 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 IAllowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(Ibs) 1383 @ 2" 4550(2.00") Passed(30%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam <br /> Ibs Building Use:Residential <br /> Shear <br /> ( ) 1377 @ 10 3/4" 5544 Passed(25%) 1.15 10 D+1.0 S(All Spans) Building Code:IBC 2018 <br /> Moment(ft-lbs) 5246 @ 4' 8182 Passed(64%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:A5D <br /> Live Load Defl.(in) 0.162 @ 4' 0.206 Passed(L/610) — 1.0 D+1.0 S(All Spans) <br /> Total Load Defl.(in) 0,255 @ 4' 0.412 Passed(L/389) — 1.0 D+1.0 S(Ail Spans) <br /> • Defection criteria:LL(L/480)and TL(L/240). <br /> •Allowed moment does not reflect the adjuistmeot for the beam stability factor. <br /> Bearing Length Loads to Supports(Ibs) <br /> supports Total Available Required Dead Floor Uwe Roof Live Snow Total Accessories <br /> 1-Beam-GLB 3.50, 2.00" 1.50" 524 53 699 875 2151 1 1/2"Rim Board <br /> 2-Beam-GLB 3.50" 2.00" 1.50" 445 - 607 759 1811 1 1/2"Rim Board <br /> •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. <br /> Lateral Bracing Bracing Intervals comments <br /> Top Edge(Lu) 8'4"o/c <br /> Bottom Edge(Lu) 8'4"o/c <br /> -Maximum allowable bracing intervals based on applied load. <br /> Dead Floor Lire Roof Live snow <br /> Vertical Loads Location(Side) Tributary Width (0.90) (1.00) (non-snow:1.25) MIS) comments <br /> 0-Self weight(PLF) 1 1/2"to 8'5 112" N/A 7.4 — — — <br /> 1-Point(PLF) 0(Top) 1'4" 12.0 40.0 - - Floor Load <br /> 2-Point(lb) 4'(Top) N/A 892 1306 1634 Roof Point Load <br /> Member Notes <br /> BEARING LINE BEAM <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 Urcumvent 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 forest y 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 ASrM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to <br /> www.weyerhaeuw.com/woodproducts/document-Obrary. <br /> The product application,input design loads,dimensions and support information have been provided by ESG <br /> ForteWE6 Software Operator lob Notes <br /> 3/17/2022 2:09:22 AM UTC <br /> Eli Grassley BARBERI RESIOENCE <br /> Engineered Structures Global Design,PLLC ForteWEB 0.2,Engine:V8.2.0.17,Data:VS.1.0.16 <br /> (206)890-5949 <br /> engineer@esg-design.com Weyerhaeuser File Name: Barbed <br /> Page 1/1 <br />