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Problem 3 [30ptPlanar(plate)-Finite Element For the planar element for thin plate with a uniform shear load (instead of a ten

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Given, A = 200 in? P : 1000 lblin 5 = 30x10 psi Coordinate table 2020,20) 28.281 120 | Node 1 x IZ (60) 201 190,0) ConnectiviStiffness matrix K7 = ? CS 01-02 -057 tes s² -es -s² c² -cs c²cs -52 es sa que L-cis -5 ki - 600 x 30x10 To 20 0 1 1 0 11 kg

o = K v qooxid 1.49 0.49 | 1:49 L-0:49 +0.49 1:49 -0149 -1.49 -1.49 -0.49 1.49 0149 -0.4975 ur -1.49 0 .49 1.49 U, P.2, V: 0.

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