Isn't the force calculated twice?

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SUMMARY

The discussion centers on the calculation of forces in a framework of rods, specifically questioning whether the force is calculated twice in the analysis of forces along segments AB and AC. The participants highlight that the vertex A experiences tension F along both AB and AD, leading to a resultant force of F√2 along AO. The compression and tensile stress are proposed to be calculated as ##\frac{F}{2a}##, indicating a need for clarity in force distribution within the framework.

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arpon
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Isn't the force calculated twice here? For example, the force along AB is at first calculated for the resultant force along OB, then for the resultant force along AC.
I think the compression and tensile stress should be ##\frac{F}{2a}##.
 
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arpon said:
Isn't the force calculated twice here? For example, the force along AB is at first calculated for the resultant force along OB, then for the resultant force along AC.
Forget that it is a solid block for the moment and think of it as a framework of rods. The vertex A is subject to tension F along AB and tension F along AD. The resultant is a force F√2 along AO.
 
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