Table 2

1 January 2000

Table 2. Gate Guard Structural Analysis Results
Maximum Member Force (kip), Tension 830
Maximum Member Force (kip), Compression 830
Maximum Nodal Deflection (mm) 0.91
Factor of Safety for the Cable, Rupture 2
Factor of Safety for the Truss Members, Tension/Compression 16
Factor of Safety for the Truss Members, Buckling 54

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