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McLaren50
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- I have a cable under tension. In the middle of the cable a force is applied. I want to understand the relationship between the force applied, the tension of the cable and the resulting deflection of the cable at the location of the applied force.
With the above in mind, I have a cable of E=60GPa, cross sectional area 7e-4m^2. I want to understand the relationship between the tension applied resisting the deflection of the cable when a force is applied so that the cable will not deflect more than 0.7m in this case. Take the force as 1000N.
Thanks
Thanks