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Determine the degree of static and kinematic indeterminacy of the following structures.
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$D_s=D_{se}+D_{si}$

$D_{se}=r-3-(m^1-1)-(m^1-1)$

$=6-3-(2-1)-(2-1)$

$=3-1-1=2-1=1$

$D_{si}=0 $ [For beam $D_{si}=0]$

$D_s=1+0=1$

$D_k=6$

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