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.I FORTE VIA E B MEMBER REPORT PASSED <br /> Main Floor,Floor: MB-07 <br /> 1 piece(s)3 1/2"x 11 7/8"1.55E TimberStrande LSL <br /> N.V. 3'Iz.. I1ply 6-L3 <br /> Overall Length:2' 11" <br /> • <br /> 1 ' <br /> 1: - `n� 2 <br /> !; u <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual O{otatlon Allowed Remit <br /> tDF Load:Combination(Pattern) System:Floor <br /> ---- --- - Member T <br /> Member Reaction(lbs) 1625 @ 10 3/4" I 8181(5.50") Passed(20%) -- 1.0 D+0.75 L+0.75 S(All Spans) see:Flush Beam <br /> 1 Building Use:Residential <br /> Shear(Ibs) 421 @ 1'7 5/8" 8590 I Passed(5%) 1.00 1.0 D+1.0 L(All Spans) <br /> Building Code:IBC 2018 <br /> Moment(Ft-lbs) -672 @ 10 3/4" 15953 I 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 I Passed(2L/999+) — 1.0 D+0.75 L+ 0.75 S(Alt Spans) <br /> Total Load Defl.(in) 0.004 @ 0 0.200 1 Passed(2L/999+) — ,1.0 D+0.75 L+0.75 S(Alt Spans) <br /> •Deflection criteria:LL(1/480)and TL(L/240). <br /> •Overhang deflection criteria:L1(0.2")and TL(0.2"). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •-315 lbs uplift at support located at 2'7 1/2".Strapping or other restraint may be required. <br /> Searing Length : toad!to Supports( ) <br /> Supports Total Available I Required I Deed Floor Live Snow Factored Ao®orie <br /> 11-Stud wall-SPF 5.50" 5.50" 1.50° 739 784 398 1625 Bloddng <br /> 12-Hanger on 11 7/8"LSL beam 3.50" Hanger° 1.50° -112 208/-134 -136 96/-315 See note° <br /> •Blocking Panels are assumed to carry no triads 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 /> •°See Connector grid below for additional information and/or requirements. <br /> Lateral Bracing Eradnp Intervals I Comments <br /> Top Edge(Lu) 2'8"o/c 1 <br /> Bottom Edge(Lu) 2'8"o/c <br /> •Masimum allowable beading Intervals based on applied load. <br /> Connector.Simpson Strong-Tie <br /> Support Model Seat Length 1 Top Fasteners . Face Fasteners Member Fasteners 'Accessories <br /> 2-Face Mount Hanger LU5410 1 2.00" N/A ' 8-10dxl 5 6-10d I <br /> l <br /> •Refer to manufacturer notes and Instructions for proper Installation and use of all connectors. <br /> — Deed Floor Live i— <br /> Snow <br /> Vertical Loads Location(Side) Tributary Width (O.90) (1.00) (Lu) comments <br /> 0-Self Weight(PLF) 0 to 2'7 1/2" N/A 13.0 -. -- <br /> 1-Unrorm(PSF) 0 to 2'11"(Front) » 6' 15.0 40.0 - Default Load <br /> 2-U nroml(Pt.F) 0 to 8"(Front) N/A 170.0 - - wall aby <br /> 3-Point(lb) } -. 0(Front) N/A 282 i 280 262 Me-06 RXN <br /> Member Notes <br /> MB-07 <br /> ForteWIB Software Operator lob Notes <br /> — 8/24/2.022 10:46:05 PM UTC <br /> Ryan Hartman <br /> 81L Engineering ForteWEB v3.4, Engine:V8.2.2.122,Data:V8.1.2.2 <br /> (425)814-8448 <br /> ryan.hartrnanpbtleng-net Weyerhaeuser File Name:8-Plex <br />