Lektion 1
Lektion 1
Lektion 1
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Stivhedsmatricen<br />
q 1 q 2<br />
u 1 u 2<br />
v 1<br />
v 2<br />
EA/L 0 0<br />
0 12EI/L 3 6EA/L<br />
0 −6EA/L 2 <br />
−EA/L 0 0<br />
∙<br />
u 1<br />
v 1<br />
θ 1<br />
u = 2<br />
v 2<br />
θ 2<br />
R u1<br />
R v1<br />
R θ1<br />
R u2<br />
R v2<br />
R θ2<br />
39
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