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-1FORTE <br /> MEMBER REPORT <br /> Floor,UB-01 EQ <br /> 1 piece(s)3 1/2"x 11 7/8"1.55E TimberStrand®LSL <br /> I`- e:r ems:. r'i,`: ::4`'I :i c e`I crt y .2C'^ , "fail_d thi P-oduc1. *resolved by holddown <br /> Overall Length:23' <br /> 0 <br /> I <br /> 21 f <br /> a a <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 /> 1.0 D+0.525 E+0.75 L+0.75 S(All Member Type:Flush Beam <br /> Member Reaction(Ibs) 2967©20'9 1/4" 8181(5.50") Passed(36%) -- Spans) Building Use:Residential <br /> Shear(Ibs) 1978©21'11 7/8" 13743 Passed(14%) 1.60 1.0 D+0.7 E(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-Ibs) 4076 @ 10'2 7/8" 15953 Passed(26%) 1.00 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.167©23' 0.200 Passed(2L/320) -- 1.0 D+0.7 E(All Spans) <br /> Total Load Defl.(in) 0.147 @ 23' 0.223 Passed(2L/364) -- 0.6 D+0.7 E(All Spans) <br /> • Deflection criteria:LL(L/480)and TL(L/240). <br /> •Overhang deflection criteria:LL(2L/0.2")and TL(2L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Live Snow Seismic Total Accessories <br /> 1-Hanger on 11 7/8"LSL beam 3.50" Hanger' 1.50" 278 562 -20 276/-276 1296/ See note <br /> 2-Stud wall-SPF 5.50" 5.50" 1.99" 723 671 349 2816/-2816 4559/- Blocking <br /> 2816 <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 /> •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 Bracing Intervals Comments <br /> Top Edge(Lu) 22'9"o/c <br /> Bottom Edge(Lu) 22'9"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 Accessories <br /> 1-Face Mount Hanger LUS410 2.00" N/A 8-10dx1.5 6-10d <br /> •Refer to manufacturer notes and instructions for proper installation and use of all connectors. <br /> Dead Floor Live Snow Seismic <br /> Vertical Loads Location(Side) Tributary Width (0.90) (1.00) (1.15) (1.60) Comments <br /> 0-Self Weight(PLF) 3 1/2"to 23' N/A 13.0 -- -- -- <br /> 1-Uniform(PSF) 0 to 23'(Front) 1'4" 12.0 40.0 - - Floor <br /> 2-Uniform(PLF) 21'to 23'(Front) N/A 90.0 - - - Wall <br /> 3-Uniform(PSF) 21'to 23'(Front) 6'7" 12.0 - 25.0 - Roof <br /> EQ w/OS <br /> 4-Point(lb) 23'(Front) N/A - - - 2540 E_[1135# <br /> (7711.17')/0.7] <br /> 2.5 <br /> ForteWEB Software Operator lob Notes 5/6/2022 7:09:15 PM UTC <br /> Kelsi Bonner <br /> BTL Engineering ForteWEB v3.2, Engine:V8.2.0.17,Data:V8.1.0.16 <br /> (931)581-9272 <br /> kelsi.bonner@btleng.net Weyerhaeuser File Name: Peterson Garage-Everett <br /> U2.5 Page 1/2 <br />