Question: 1 4 . 3 . Absolutely rigid rod is suspended by vertical hangers as shown in Fig. P 1 4 . 3 . The axial

14.3. Absolutely rigid rod is suspended by vertical hangers as shown in Fig. P14.3. The axial stiffness of all members EA is
constant. The limit internal force for each element is Ny. Consider different mechanisms of failure and determine the limit load
P for entire design diagram.
Ans. P=Ny(2d+d+d)3d=1.33Ny
Fig. P14.3
1 4 . 3 . Absolutely rigid rod is suspended by

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