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iii FO R T E W E B MEMBER REPORT PASSED <br /> Main Floor,Floor:MB-07 <br /> 1 piece(s)3 1/2"x 11 7/8"1.55E TimberStrand®LSL <br /> (%i '. 3'I7__x I Fly 6-L-15 <br /> Overall Length:2' 11" <br /> L 0 <br /> r <br /> 1 <br /> 3' 2' <br /> / le l' <br /> 0 0 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(Ibs) 1625 @ 10 3/4" 8181(5.50") Passed(20%) — 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam <br /> Building Use:Residential <br /> Shear(Ibs) 421 @ 1'7 5/8" 8590 Passed(5%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-Ibs) -672 @ 10 3/4" 15953 Passed(4%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.002 @ 0 0.200 Passed(2L/999+) — 1.0 D+0.75 L+0.75 5(Alt Spans) <br /> Total Load Defi.(in) 0.004 @ 0 0.200 Passed(2L/999+) — 1.0 D+0.75 L+0.75 S(Alt Spans) <br /> • Deflection criteria:LL(L/480)and TL(L/240). <br /> •Overhang deflection criteria:LL(0.2")and TL(0.2"). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •-315 Ibs uplift at support located at 2'7 1/2".Strapping or other restraint may be required. <br /> Bearing Length Leads to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Live Snow Factored Armories <br /> 1-Stud wall-SPF 5.50" 5.50" 1.50" 739 784 398 1625 Blocking <br /> 2-Hanger on 11 7/8"LSL beam 3.50" Hangers 1.50" -112 208/-134 -136 96/-315 See note 1 <br /> •8loddng Panes are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br /> •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger <br /> •1 See Connector grid below for additional information and/or requirements. <br /> Lateral Bracing Bradng Intervals Commend, <br /> Top Edge(Lu) 2'8"o/c <br /> Bottom Edge(Lu) 2'8"o/c <br /> •Maximum allowable bracing intervals based on applied load. <br /> Connector:Simpson Strong-Tie <br /> Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessorise <br /> 2-Face Mount Hanger LUS410 2.00" N/A 8-10dx1.5 6-10d <br /> •Refer to manufacturer notes and Instructlors for proper installation and use of all connectors. <br /> Dead Floor Live Snow <br /> Vertical Loads Location(Side) Tributary Width (0.90) (1.00) (s.ss) Comments <br /> 0-Self Weight(PLF) 0 to 2'7 1/2" N/A 13.0 — <br /> 1-Uniform(PSF) 0 to 2'11"(Front) 4'6" 15.0 40.0 - Default Load <br /> 2-Uniform(PLF) 0 to 8"(Front) N/A 170.0 - - wall abv <br /> 3-Point(lb) 0(Front) N/A 282 280 262 MB-06 RXN <br /> Member Notes <br /> MB-07 <br /> ForteWEB Software Operator lob Notes 8/24/2022 10:46:05 PM UTC <br /> Ryan Hartman A <br /> BTL Engineering ForteWEB v3.4, Engine:V8.2.2.122,Data:V8.1.2.2 <br /> (425)814-8448 File Name:8-Plex <br /> ryan.hartrnan@btieng.net Weyerhaeuser <br />