1) Truss and Tie Model ( Compression = Truss, Tension = Tie).
Truss / Strut = Compression
Tie = Tension
Statically Determinate structure must satisfy:
Pratt Truss

2j = m + 3
j = no. of joints
m = no. of members
For the Pratt Truss above no of joints = 10, no. of members = 17
2 (10) = 17 + 3
Therefore as expected the Pratt Truss is statically determinant.
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