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. ^ <br /> • � Mufti-Loaded Beam[AISC 9th Ed ASD]Ver:5.05 <br /> By:Jeff Johr�on,DFP PLl�WP!(NG�DESIG{V on_03-142003 <br /> Proj�t 202388-Location:EXlST <br /> Summary: <br /> A3S W8x18 x 21.17 FT(11 +10.2} <br /> S�tion In�equabe By-9 790 Cantrall�t�Facbar:Moment <br /> SHEAR,MOkAENT,AND DEFLECTIORt DIAGRAMS <br /> Load comt�nation shown:Co�trolGn Sh�r/�ttomentJDefiec�n " rams <br /> 200Q0 1173716rs�11 ft <br /> r <br /> 10000 <br /> Shear <br /> (Ibs) fl <br /> -10000 <br /> 20Q00 -16468 Ibs�11 ft— <br /> 30Q00 � 16712 ft-Ibs @ 4 ft � <br /> 't6flQ0 � <br /> Moment { <br /> (ft-Ib} 0 <br /> i <br /> -15000 <br /> i <br /> -30000 Z6896 ft-!bs�11 ft <br /> -.3 i -.tt6in�15.3ft� <br /> I i <br /> -.15 j 1 <br /> Deflection <br /> E��) a { <br /> , <br /> .�t� I <br /> � <br /> � <br /> .� �.152in�5.2ft � <br /> Left Span =1 t ft Ceriter span =40.17 ft <br /> controdin�a Load C�: <br /> snear.Cri�cai shear created by combining aU dead I�a�and�re loads on span(s}1,2 <br /> Moment Critic�t momerrt created by combining�dead loa�and Gve loa�on span(s)1,2 <br /> Deflec�ion:Critic�l detleciion creat�i by 6ve loa�on on span(s)1 <br /> I�OAWNG DIAGR�M <br /> P1 <br /> { <br /> f ! ' <br /> ' , , i � i � � � ' � ! i � <br /> . 1 I f � � �' l � ' <br /> � I � E � i � <br /> __._ -- -- –-- --- _ _ __ _ _ _- __..__ -- _ _ ___.__ — --- <br /> _ _... - -- - - - __ ,av _._..._- --------- - -- ---- - _ -- ----------wr-_.-_- -- ---�-— --__. <br /> A B C <br /> Left Span =91 ft Center sRan =10.17 fit <br /> Reactians <br />