JA flexible cable suspended between two vertical supports is hanging under its own weight. The weight of a horizontal roadbed is distributed evenly along the x-axis with the density p = 1.5 Ib/ft. The coordinate system is chosen so that the y-axis passes through the lowest point P and the x-axis is a = 2 ft below P. If the absolute value of tension force in the cable at point P is T = 2, then the initial value problem that governs the shape of the cable is (Use the notation dy/dx for the first derivative) d²y dz? y(0) = The solution of this problem is y = y(x), where y(x) =

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Q: Would you please explain step 2?

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Q: Please show each step mathematically for i, ii

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Q: Can you explain it better with all steps?

A: logeea=a and logea=lna

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