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Truss Example 1 - Find the deflections of node 9 for the...

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Unformatted text preview: Find the deflections of node 9 for the truss structure shown below using the finite element method. Be sure to include all steps of the calculation. ALL ELEMENTS H4115 7H6 SAME [E =i§ L71] L. Edi-“5"” STIFF/JESSES IAJ 6L9’34(_ cooRbI'J ~ 3 V3 —3 —\/'3' 3" A5 (1)3012 LKZZ, AE’ V3 1 43 4] Ell“ -' ’— —1 0 1 0 L‘H— _3 _\/§ 3 {3‘ 0 0 0 0 \fi #1 \[5 l 1 1 q 3 3 ? % % — 1 J3 —1 —x/—3' [Kl-WON; %% :%J EKZ”£‘E «3 a -5 3 ’—%~%%% HL —1—fi1fi "’ —~:- % % % «a —3 5 3 o o 0 [K152 A5 81 o A] "“' o L- "ii—013i] A sSEMBLEB STEUCJU‘Z’E’ ST'FFNESS K“ o o O 0 Km a K”?- O 0 o KQZ 3 3 my AB 0 :4. o o m £4 ;_4 :7 I? 0 ET £4 i2 1A2 . a _ w 0 O C 17.. 1—2 17. 5T £4 3—4. 17 £4 00 _ £4 _ 0 F0 0 5 a UATIO’J 3 ON‘BvT-ous . [2/ £2 ’33 2w Rs 2 . E [Z ’33 ’2. C 5: AIIIIIIIIIIIl-ild l oooooooooooflof VIII}..— 2 Or ,4?va BoUMb/‘HEY SITraucTuzcm EQUILIBENM ...
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