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��',��/�� zos� sn�vv wiow <br /> T,,.�g.,s�, '�.�� 2 Pcs of 1 3/4" x 9112" 2.OE Paraliam� PSL <br /> �+ E���+� TtlIS PRODUGT AAEETS OR EXCEEDS THE SET DESIGN <br /> CONTROL� FOR THE APPLICAT'90N AND L0�4DS LIST�D <br /> 0 � <br /> � $•�w-; <br /> �������� <br /> L�D�: <br /> Anelysis is tor a Dtop Beam Meznber. Tnb�y Load WfdUt:1' <br /> Rrirt�ry Lo�i Gratp-R�idetri�d-Livmg�s(ps�:40.0 Live�100°k dttraUon�15.0 Dead <br /> Veitcal Lo�: <br /> Type Cl�s Live Dead Location App{ication Comment <br /> Unifarm{pif� Flaar(1.Q0) 310.0 116.0 0 To 8'8" Adds To <br /> Pcint{tbs) Roaf(9.25) 0 4851 3" - <br /> Pafnt(�s) Roaf(9.25} 0 3722 S'3" - <br /> SUPPORTS: <br /> Input Be�arir� Ver�cal Reactions(Ibs) Detafl �er <br /> Width Lengdt Live/DeadNpttff/Total <br /> 1 W�d c�lumn 5.25" 2.64" 1488/5452/0/69;i9 L1:Bt�king 1 Ply 13/4°x 91l2"2.OE Paratlarr►�PSL <br /> 2 W�c�otumn 5.25° 221° 1488/4323/0/5890 Li:BlocJting 1 Pty 13/4°x 91/2"2.OE Parattarr�PSL <br /> �TJ SQECI�'IER'S/BUILDERS GUIDE fd'detaA(s):L1:Bf�tg <br /> D�SlGN C01�7ROLS: <br /> Maximum Design Cot�o! Coritrol Locatlon <br /> Shear(Ii�s) 1935 -1484 6428 Passed(23%) Rt end S�n 1 under Fl�r laading <br /> Moment(Ft-Ll�s) � 3809 13057 P�sed(28%) [l�1D S�n 1 urtt�r FI�la�'in� <br /> Live Load�ft(in) OA70 02G2 P�(USS9+) RAtD Sp�r 1 unde�'Ftoor toad'mg <br /> TcAat Laad Q�(in) 0.088 0.394 Pas�d{US62) {1�tD Spart 9 un�Fl�r l�ng <br /> -Defl�on Crite�Spec�d(LL:U360.TL:U240). <br /> -Brac�g(Lu):All c�ression�(toA and 6ottarr►)must be btac�d at 8'8°o/C uNsss dei�it�athennr�. Proper a�r�nt and positionfng of late� <br /> br�ing is r�uired ta ac�ieve m�sta6iitty. <br /> �►outnon�.aores• <br /> -IMPORTRNTt The attalysis pre.sented�ou�ut from softwa�develaped by Trus Jo�t(TJ). TJ��te siiu►g o'f ifs produt�s by�is soti�a�are wfll be <br /> �f�d'a�a�tae witlt TJ product design cxi�and code� d�Jn vat�. The sPec�Ra product��input d�ign lo�s.art� <br /> stated�ions have been provided by Ute soflinrane t�ser. Tfi�s at�ut h�nat b�n re�wred by a TJ Assoc�abe. <br /> -IVot aH produds are readAy avail�bte. Chec�c wdh your supplt�a�TJ t�hniGai reprasent�ive fw pratud availabrTdyr. <br /> THIS ANALYSIS FOR TRUS JOIST PR�UCTS OfdLY! PRODUCT SUBSTFTU?70Ai VOIDS TFFIS ANALYSIS. <br /> -A�b�S�s Qes�n�todology ar�used f�Bu�ng Co�UBC�siyr�ng!he TJ D�on produd Fi�d�ve. <br /> -Nobe:S�TJ SPECIFIER'S/BUILDER'S GUIDES for erw�p�p!y o�nedion. <br /> P_42QJECT INFORM�ITION: OPERATOit{�IFORMATIQW: <br /> Terry R00dce1san <br /> �P P���9� <br /> 91 QO�st ne <br /> sulte iQ8 <br /> biaine,MN 55449 <br /> Pt�ane:76:i-780�Q04 <br /> Fax :763-780-8015 <br /> .� <br /> Copyright� 2009 by Trus Jo1st, a Weyerhaeuaer Busiaeas <br /> Paralla� is a reqistered tradamark of Trus Joist. <br />