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�� <br /> Mt�l+o�ded�Mu��3pan Bsam S�!'li � ��0��° / <br /> CBIC�,� g�aohap�nwrest.ne a <br /> �20001�Merrredo�rel�u�d'rirq Ccde(2005 NDS�1 <br /> (2)t.75 IN x S25 M1 x 8.5 PT '+.+�""� bk�na mn 66449 <br /> �.�MicroNem•itavel Tnis Joist <br /> Sectlon Adeqtmte By:18.496 StruCelo Verston 8.0.100.0 1Q29P2008 2y&�PM <br /> CoMrdli Fac�or.Deflediot� <br /> S�l£t <br /> •tamir�lor�a ar�e to be ooeriectad to rovtde unitam hansier of bads to s1 rrrembers <br /> S� <br /> lhre EAad 0.13 IN I.lT84 <br /> Oesd Luad 0.06 �f <br /> Tot�load 0.18 IM U586 <br /> (.iwe E.o�OMection C�ar:U480 7atal Load Oelleotlon C�eria:U480 <br /> liwe load ?A40 Ib 204Q Ib <br /> pead�oad 80B Ib 806 lb <br /> Total laad 2648 !b 2848 Ib � <br /> I�euf 1.08 (n 1.08 !n <br /> S� <br /> Span Ler�th 8.5 R <br /> Unbraood Length-Top 0 R �� <br /> Unbraoed l.�ph-Boqpm S.S R <br /> !He Load Duat�n Fac�or 1.00 <br /> tVotCh 0.00 <br /> � <br /> lkiifonrl I.Ma l�ad 480 �If <br /> 1.�Microlletn-(LAvel Trus.bi�t Llniform Desd I.pad 180 ptf <br /> �,seKwe�n� �o � <br /> 6endtng sa�ss: Fb= 2soo pet Fb'= 2esa r�i rota�ur�orm t.oaa 870 <br /> Cd�1A0 C�t.04 <br /> 3heet 3tre� FV= � psf FY= 286 psi <br /> G'd�1.00 <br /> Modulus at E�y: E= 1900 Imt E'6 1900 Ic�i <br /> COflip.�-t0 G�lix FO•1 w 750 �gj �..L: 750 Psi <br /> CoMrolBttg Mownert� 6062 tRlb <br /> 4.16 Ft from i�t$upport of sp�t 2(CeMar Span) <br /> Cs�eatecf by oon��g a!t dead loa�s amd Ave ba�ds on epan(B)2 <br /> Couholftng Sl�ar: �35� <br /> nt a�d rrom rf�M auppo�t a s�an 2(c�span) <br /> Ct�ed 6y oombh�all deed loeds and�ve loads ort�an(s)2 <br /> Campa�isot�s with teqWred�edbns: �,Q p� . <br /> Sec,�ot�Mod�dt�s: 28.98 En3 4A.9'! iK3 <br /> Mea(Shea�: 12.29 In2 3'2.98 trY2 <br /> Motrient of�(defleclion): 194 9! k�4 230.84 in4 <br /> Momertt: 6U�t R-!b 11204 ft-Ib <br /> Shear. 2335� 6151 ib <br /> � <br />