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' ' I r►� f°f MEMBER REPORT PASSED <br /> tipper Level,JST#7.2(7-5-23) <br /> 1 piece(s)3 1/2"x 11 7/8"2.2E Parallam®PSL <br /> Overall Length: 16'9" <br /> 0 4` 0 <br /> r <br /> r <br /> r <br /> r <br /> 14' ii /, 2 <br /> 0 t il <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 /> 1.0 D+0.525 Ev+0.525 Emh+0.75 L Member Type:Flush Beam <br /> Member Reaction(lbs) 2736 @ 14'6 1/4" 9356(5.50") Passed(29%) +0.75 S All 5rans Building Use:Residential <br /> Shear(Ibs) 1869 @ 15'8 7/8" 15428 Passed(12%) 1.60 1.0 D+0.525 Ev+0.525 Emh+0.75 L Building Code:IBC 2018 <br /> +0.75 S (All Spans) Design Methodology:ASD <br /> Moment(Ft-lbs) -3771 @ 14'6 1/4" 38213 Passed(10%) 1.60 1.0 D+0.525 Ev+0.525 Emh+0.75 L <br /> +0,75 S (All Spans) <br /> Live Load Dell.(in) 0.046 @ 16'9" 0.200 Passed(2L/999+) -- 1.0 D+0.45 W+0.75 L+0.75 S (Alt <br /> Spans) <br /> Total Load Def.(in) 0.056 @ 16'9" 0.223 Passed(2L/950) lA 0+0.45 W+0.75 L+0.75 S (Alt <br /> Spans) <br /> •Deflection criteria:LL(L/480)and TL(L/240). <br /> •Overhang deflection criteria:LL(0.2")and TL(2L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •An excessive uplift of-1040 lbs detected at support located at 14'2 3/4". <br /> •An allowable stress increase factor of 1.2 is used for seismic overstrength load combinations. <br /> Bearing Length Loads to Supports(lbs) <br /> Supports Total Available Required Dead Floor Live Roof Live Snow Wind Seismic Factored ACCcittOries <br /> ~1-Hanger on 11 7/8"CLB beam 3.50" Hanger" 1.50" 139 395 -26 -65 -206 99/-99 534/-111 See r <br /> note <br /> 2-Stud wall-HF 5.50" 5.50" 1.61" 814 508 214 527 1670 802/-802 2736/ Blocking <br /> 1040 <br /> •Blocking Panes are assumed to carry no roads 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 meter al 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) 16'6"o/c <br /> Bottom Edge(Lu) 16'6"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-cud <br /> •Refer to manufacturer notes and instructions for proper installation and use of all connectors. <br /> Dead Floor Live Roof Live Snow Wind Seismic(Qs) <br /> Vertical Loads Location(Side) Tributary Width (0.90) (1.00) (non-snow:L25) (1.15) (1.60) , (1.60) Comments <br /> 0-Self Weight(PIP) 3 1/2"to 16'9" N/A 13.0 -- 1 -- -• <br /> 1-Uniform(PSF) 0 to 16'9"(Front) 1'4" 12.0 40.0 - - - - Floor <br /> ~2-Point(PL.F) 16'6 1/4"(Front) 3' 15.0 - <br /> 20.0 101.0 Roof <br /> 3-Point(PLF) 16'6 1/4"(Front) 16' 10.0 - - - - - Wall <br /> 4-Point(lb) 16'6 1/4"(Front) N/A 267 - 128 159 - - Linked from:BM#4, <br /> Support 1 <br /> S-Point(lb) 16'6 1/4"(Front) N/A - - - - 1464 703 WALL END <br /> •ASCE/SEI 7 Sec.12.4.3:Overstrength Factor(2.5),Design Parameter at Short Periods(1.099),Seismic Design Category(0)are used to deter'mote Es and Emh. <br /> ForteWEB Software Operator Sob Notes 7/5/2023 3:50:04 PM UTC <br /> Chris Lalonde <br /> Structural Design Associates ForteWEB v3.6,Engine:V8.3.0.43, Data:V8.1.4.1 <br /> (425)339-0293 <br /> clalonde@sdaeverett.com Weymlraeusei File Name:9676 <br /> CS...-- <br />