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T WEB <br /> MEMBER REPORT <br /> Floor,UB-04 EQ <br /> 1 piece(s)5 1/4"x 16" 2.2E Parallam®PSL <br /> ,.i�cx�em;s upuii v(-3D3s iVa di sUppu! ;aucu 0 nS p, <br /> Overall Length:23 3 1/2' <br /> # i 4 <br /> 21'3 1/2' 1, _ <br /> 9 '! <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(Alt Member Type:Flush Beam <br /> Member Reaction(Ibs) 11587 @ 7" 11587(3.53") Passed(100%) -- Spans) Building Use:Residential <br /> Shear(Ibs) 11008 @ 1'11" 25984 Passed(42%) 1.60 <br /> 1.0 D+0.525 E+0.75 L+0.75 S(Alt Building Code:IBC 2018 <br /> Spans) Design Methodology:ASD <br /> Moment(Ft-Ibs) 33766 @ 11'9 1/2" 60297 Passed(56%) 1.15 1.0 D+0.75 L+0.75 S(Alt Spans) <br /> Live Load Defl.(in) 0.471 @ 10'5 1/8" 0.512 Passed(L/522) 1.0 D+0.525E+0.75 L+0.75 S(Alt <br /> Spans) <br /> Total Load Deft(in) 0.819 @ 10'7 1/16" 1.024 Passed(L/300) 1.0 D+0.525E+0.75 L+0.75 S(Alt <br /> Spans) <br /> • Deflection criteria:LL(L/480)and TL(L/240). <br /> • Overhang deflection criteria:LL(2L/480)and TL(2L/240).Upward deflection on right cantilever exceeds overhang deflection criteria. <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 16"PSL beam 7.00" Hanger,. 3.53" 3328 1732 2045 10789/- 17894/ See note <br /> 10789 10789 <br /> 2-Beam GLB 5.50" 5.50" 4.88" 3972 2014 2839 15994/- 24819/- Blocking <br /> 15994 15994 <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 HGU5.50-SDS H=15.938 5.25" N/A 36-SDS25212 24-SDS25212 <br /> •Refer to manufacturer notes and instructions for proper installation and use of all connectors. <br /> ForteWEB Software Operator lob Notes <br /> 3/1/2022 6:26:26 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 /> L2.8 Page 15/16 <br />