Laserfiche WebLink
Projecx:2� <br /> e � <br /> AIN,pi-1,o�ded'l�N,�n ee�n, $�!' � p����° <br /> C�����N�)l �'a�G�.' 9100 beddmone st.ne a <br /> (2)9.51Nx11.2S1Nx6AFT �''O�� �l�� <br /> �2-8pruoe-Plne-F�-prY Uss <br /> S�ectlorl�4deqlqRe By:32.196 8truCalo V�slon$.0.106.0 1 N2Bf2009 202�2 PAII <br /> F�tw:Moma�t <br /> � <br /> •t�minatlons are to be oautected to raAde irdtorm hpnsfe�of to�ds to aN nwmbors <br /> � <br /> l.nre E.osd O.00i IN UZ198 <br /> Dead Lo�d 0.01 In <br /> Totai Load 0.06 IN LH586 <br /> LMe taed DeAeot�on Crf�la:IJ480 Tot�l.oad OeflecUon Cri6atia:U480 <br /> Live Lo�d 1680 ib 1680 Ib <br /> Dfle�d Lo�d 848 Ib 648 Ib <br /> Total G�d 7328 tb 2�28 � <br /> i�i En 1.83 in <br /> Sago�[ <br /> Spen Le�th 8 ft <br /> Unbcaced Le�th-Top 0 it sn <br /> Unbraced LengtlrSoitam 6 1t <br /> Llwe l.�oed Dwaaiio�Faa�or t.00 <br /> Notd� 0.00 <br /> � <br /> UnKorrn L.iv�e L�d 5�0 pif <br /> �"�°e'P� UAitonn Dead Lo� 210 pii <br /> Bnaa va� 8ce�m Seif W�M 8 pit <br /> Benc�rg 3tr�s: Fb= 8'15 psl Fb'= 875 pei TotN Uniform t.aad 778 <br /> Cda1.40 Cf'�J.00 <br /> Sheor Stress: FV■ 196 psl FY= 9� psf <br /> C�1.00 <br /> Modukaa at E�dty: E= 1400 bi E'= 1400 ksE <br /> Min.Mod.of E�iidly: E„�in� 510 ksi �,,,min'a 5!0 ksl <br /> Comp.-�to Gr�n: Fa-�= 4�6 psi Fc-�= 426 psi <br /> CorrtrotN�Mornen� 349�ft-Ib <br /> ao�t r�om��uvr�t or�n z icc�eer s�an) <br /> creebed ay oom�rttng aB deed toads and Ilv�loads on�n(s)2 <br /> Ca�broq(ng Shs�: -1630� <br /> At a di�noe d fran right suppoR ot epetl2(CeMer 3pnn) <br /> Cr�d by combining all dend los�and U�re loade on sp�n(s)2 <br /> COf11�I80fIS IN�111 I�qq@d�� $� � <br /> sec�on Mod�,lus: a7.9 in3 83�2e +n3 <br /> Mea(She�r}: 18.4! 61Q 33.75 k12 <br /> �a inerua�aen«�on�: �o�.�s Ma ss�� �na <br /> MOmeM: 3493 R-� �4614 tt� <br /> Sl�: -1630� 3008� <br />