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P�'� teoy mi�aaelsa� <br /> l�ation:8ED i�3 WDW StI'���C�,� dip ple�g&c�n / <br /> Mutti-Loaded Muttl�3pan Beem <br /> (?A09 tnterr�tional Bn�ld'mp Code(20�NDS)J 9100 ball�rwro st.ne � <br /> (2)9.SINx7.251Nx6.5FY '�� �I��� <br /> �2-Spruoe�Pina-Fir-Dry Uae <br /> Set�iot�Adequete Sy:8.196 StntCafc Ver=lon 8.0.100.0 10V'28J2009 2'00'.S6 PM <br /> Fador:Moment <br /> � <br /> 'l.am�tio��e b be NI oon�eoled to u�tam trat�sfer of loeda�al!ir�nbera <br /> S�l� <br /> Llve Load O.OA IN U88Ci <br /> Dead Lcad O.00i in <br /> Totd lAsd 0.12 IN L1i643 <br /> I.iv�e F�oad Delleotlon C�i�erba:U48� Tofat losd De�n dN�U480 <br /> We Load 843 Ib 943 Ib <br /> Dead Loed 387 Ib 387 Ib <br /> To�al LOad f31C Ib 1310 Ib <br /> 1.00i In l.003 In <br /> � <br /> 3pan Len�th 6.5 R <br /> Unbraood Lar�lh-7op 0 tt h <br /> UNxsad L�rgtlrBotEom 6.6 R <br /> Liwe Load Ouration Facbr 1.00 <br /> Notch 0.00 <br /> 1 <br /> Ur�m L�re Lo�d 290 pt} <br /> 1r2-3pruoe-Pin�Fir Unttorm be�LAed 106 pN <br /> Bending 8bess: Fb=�875 psi Fb=� Be�n SNf We�M 4 plf <br /> L`d�l.00CFti1.20 ' � Tolat Unifam Laad 403 <br /> Sf�ear Stresa: Fv= 13a psf FV= 138 psi <br /> CC�l.00 <br /> Modut�of E�y: E= 4400 fcei E'■ 1400 lai <br /> Mh Mod.of EY�r: E min= S10 tcsi E_m�e'■ 510 Icei <br /> Comp.�to G�: Fo-�= 425 psi Fo.�:_ �F2b p�t <br /> CoMrolBng Momee�G 21�ft�lb <br /> s.25 Ft trom kit suppoit ot span 2(C�neer S�nl <br /> CroaEad by ooe�bMdr�g all e�eed loa��d Ihte iaeds on apan(s)2 <br /> CoMrolNag$t�r: 10741b <br /> At a d�tance d flont lelt suPport of spe�n 2(Cen�er Spen) <br /> Created by oombi�ng aU c�ad Iosds and Ilve taeds a�spsn(s)2 <br /> Con�patlso�as wllh r�qui�ed sectbaa: �¢ Pm7d�.4f1 <br /> Sedfon Modulua: 24�2 tn3 26.26 ir�i <br /> Mea(Shee�: 19.�3 in2 21.75 i� <br /> AAot�nt oi Inert�(defle�otlan): �t.t3 k►4 96.27 k�4 . <br /> Manen� 2128 ft-tb 2300 ft-ib <br /> Shaar: 1074Ib 1968Ib <br />