University Physics Volume 1
University Physics Volume 1
18th Edition
ISBN: 9781938168277
Author: William Moebs, Samuel J. Ling, Jeff Sanny
Publisher: OpenStax - Rice University
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Chapter 12, Problem 55P

As an oil well is drilled, each new section of drill pipe support its own weight and the weight of the pipe and the drill bit beneath it. Calculate the stretch in a new 6.00 m -long steel pipe that supports a 100 kg drill bit and a 3.00 km length of pipe with a linear mass density of 20.0 kg / m . Treat the pipe as a solid cylinder with a 5.00 cm diameter.

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As an oil well is drilled, each new section of drill pipe supports its own weight and the weight of the pipe and the drill bit beneath it. Calculate the stretch in a new 6.00-m-long steel pipe that supports a 100-kg drill bit and a 3.00-km length of pipe with a linear mass density of 20.0 kg/m. Treat the pipe as a solid cylinder with a 5.00-cm diameter.
A mass of 35.0 kg is suspended from a steel wire of diameter 1.00 mm and length 11.3 m. How much will the wire stretch? The Young's modulus for steel is 20X10^(10) N/m^2.
A post having a hollow, circular cross sectionsupports a P = 3.2 kN load acting at the end of an armthat is b =1.5 m long (see figure). The height of thepost is L = 9 m, and its section modulus is S = 2.653105 mm3. Assume that the outer radius of the post isr2 =123 mm, and the inner radius is r1 =117 mm.(a) Calculate the maximum tensile stress σmax andmaximum in-plane shear stress τmax at point A onthe outer surface of the post along the x axis dueto the load P. Load P acts at B along line BC.(b) If the maximum tensile stress and maximumin-plane shear stress at point A are limited to90 MPa and 38 MPa, respectively, what is thelargest permissible value of the load P?

Chapter 12 Solutions

University Physics Volume 1

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