Chapter 6: Problem 5
Why is the disk method a special case of the general slicing method?
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Chapter 6: Problem 5
Why is the disk method a special case of the general slicing method?
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Calculate the work required to stretch the following springs \(0.4 \mathrm{m}\) from their equilibrium positions. Assume Hooke's law is obeyed. a. A spring that requires a force of \(50 \mathrm{N}\) to be stretched $0.1 \mathrm{m}$ from its equilibrium position. b. A spring that requires 2 J of work to be stretched \(0.1 \mathrm{m}\) from its equilibrium position.
A diving pool that is 4 m deep and full of water has a viewing window on one of its vertical walls. Find the force on the following windows. The window is a circle, with a radius of \(0.5 \mathrm{m}\), tangent to the bottom of the pool.
A large building shaped like a box is 50 \(\mathrm{m}\) high with a face that is \(80 \mathrm{m}\) wide. A strong wind blows directly at the face of the building, exerting a pressure of \(150 \mathrm{N} / \mathrm{m}^{2}\) at the ground and increasing with height according to \(P(y)=150+2 y,\) where \(y\) is the height above the ground. Calculate the total force on the building, which is a measure of the resistance that must be included in the design of the building.
Evaluate the following integrals. $$\int_{0}^{5} 5^{5 x} d x$$
Show that the arc length of the catenary \(y=\cosh x\) over the interval \([0, a]\) is \(L=\sinh a\).
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