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A circular steel rod of diameter \(d\) is subjected to a tensile force \(P=3.5 \mathrm{kN}\) (see figure). The allowable stresses in tension and shear are \(118 \mathrm{MPa}\) and \(48 \mathrm{MPa}\), respectively. What is the minimum permissible diameter \(d_{\min }\) of the rod?

Short Answer

Expert verified
The minimum permissible diameter is approximately 9.64 mm.

Step by step solution

01

Determine the formula for tensile stress

The tensile stress \( \sigma \) in the rod is given by the formula: \[ \sigma = \frac{P}{A} \]where \( P \) is the tensile force and \( A \) is the cross-sectional area of the rod. For a circular rod, the area \( A = \frac{\pi d^2}{4} \). Therefore, the formula becomes:\[ \sigma = \frac{4P}{\pi d^2} \]
02

Relate allowable tensile stress to diameter

Since the maximum allowable tensile stress is \( 118 \ \mathrm{MPa} \), we equate it to the tensile stress formula and solve for the diameter:\[ \frac{4P}{\pi d^2} = 118 \]\[ d^2 = \frac{4P}{\pi \times 118} \]Substitute \( P = 3.5 \ \mathrm{kN} = 3500 \ \mathrm{N} \):\[ d^2 = \frac{4 \times 3500}{\pi \times 118} \]
03

Calculate the minimum diameter based on tensile stress

Calculate \( d^2 \) using the given values:\[ d^2 = \frac{4 \times 3500}{3.1416 \times 118} \approx 37.679 \]Taking the square root gives:\[ d = \sqrt{37.679} \approx 6.14 \ \mathrm{mm} \]
04

Determine the formula for shear stress

The shear stress \( \tau \) in the rod is similarly determined by the formula: \[ \tau = \frac{P}{A} \]Since \( A = \frac{\pi d^2}{4} \), the formula becomes:\[ \tau = \frac{4P}{\pi d^2} \]
05

Relate allowable shear stress to diameter

The maximum allowable shear stress is \( 48 \ \mathrm{MPa} \). Equating to the shear stress formula, we solve for \( d \):\[ \frac{4P}{\pi d^2} = 48 \]\[ d^2 = \frac{4P}{\pi \times 48} \]Substitute \( P = 3500 \ \mathrm{N} \):\[ d^2 = \frac{4 \times 3500}{\pi \times 48} \]
06

Calculate the minimum diameter based on shear stress

Evaluate \( d^2 \) for shear stress:\[ d^2 = \frac{4 \times 3500}{3.1416 \times 48} \approx 92.905\]Taking the square root gives:\[ d = \sqrt{92.905} \approx 9.64 \ \mathrm{mm} \]
07

Compare results and determine the critical diameter

The minimum diameter calculated from the tensile stress requirement is \( 6.14 \ \mathrm{mm} \), and from the shear stress requirement is \( 9.64 \ \mathrm{mm} \). To ensure both tensile and shear criteria are met, use the larger of the two diameters:\[ d_{\min} = 9.64 \ \mathrm{mm} \]

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Key Concepts

These are the key concepts you need to understand to accurately answer the question.

Shear Stress
Shear stress is a type of stress that acts parallel to the cross-sectional area of a material. It arises when a force is applied tangentially and can cause the material to slide along the axis of the applied force.
To calculate shear stress (\( \tau \)), we use the formula:
  • \( \tau = \frac{P}{A} \)
  • where \( P \) is the applied force and \( A \) is the cross-sectional area.
In our exercise, the rod's cross section is circular. The area \( A \) is calculated as \( \frac{\pi d^2}{4} \), where \( d \) is the diameter of the rod.
Plugging this into the formula, shear stress becomes:
  • \( \tau = \frac{4P}{\pi d^2} \)
This illustrates how shear stress depends on the applied force and inversely on the square of the diameter of the rod. By determining the maximum shear stress allowed, we ensure the rod does not fail when subjected to shear forces.
Minimum Diameter Calculation
Calculating the minimum diameter of a rod when subjected to stresses requires consideration of both tensile and shear stresses. A circular rod must have enough diameter to withstand the maximum allowable stress, ensuring its structural integrity.
The formula used for tensile stress is:
  • \( \sigma = \frac{4P}{\pi d^2} \)
  • Given an allowable tensile stress (\( 118 \ \mathrm{MPa} \)), solve for \( d \) to find the rod's minimum diameter.
Let's solve it:
  • Set \( \frac{4P}{\pi d^2} \leq 118 \), solve for \( d \).
  • For our calculation, insert \( P = 3500 \ \mathrm{N} \) and obtain \( d \approx 6.14 \ \mathrm{mm} \).
Similarly, we solve the minimum diameter for shear stress:
  • \( \tau = \frac{4P}{\pi d^2} \) with an allowable shear stress of \( 48 \ \mathrm{MPa} \).
  • Insert \( P = 3500 \ \mathrm{N} \), yielding \( d \approx 9.64 \ \mathrm{mm} \).
The critical importance here is picking the larger diameter from the tensile and shear stress calculations, which in this instance is \( 9.64 \ \mathrm{mm} \). This ensures the rod satisfies both stresses.
Allowable Stress
Allowable stress refers to the maximum stress that a material can withstand under specific conditions without failing. It is crucial in ensuring designs are safe, reliable, and capable of enduring applied loads within limits.
In engineering, allowable stress is derived from the material's strength properties and is typically specified for both tensile and shear stresses:
  • Tensile allowable stress: \( 118 \ \mathrm{MPa} \)
  • Shear allowable stress: \( 48 \ \mathrm{MPa} \)
These values act as thresholds when designing components like rods, gears, and beams. They are safety margins based on material tests and industry standards.
For our rod scenario, the provided tensile and shear allowable stresses enable us to determine the suitable diameter to prevent material failure. By comparing calculated stresses to allowable limits, we ensure the design is safe against potential breakage due to excessive force.

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Most popular questions from this chapter

A bar \(A B\) of length \(L\) is held between rigid supports and heated nonuniformly in such a manner that the temperature increase \(\Delta T\) at distance \(x\) from end \(A\) is given by the expression \(\Delta T=\Delta T_{B} \mathrm{x}^{3} / L^{3},\) where \(\Delta T_{B}\) is the increase in temperature at end \(B\) of the bar (see figure part a). (a) Derive a formula for the compressive stress \(\sigma_{c}\) in the bar. (Assume that the material has modulus of elasticity \(E\) and coefficient of thermal expansion \(\alpha\) ) (b) Now modify the formula in part (a) if the rigid support at \(A\) is replaced by an elastic support at \(A\) having a spring constant \(k\) (see figure part b). Assume that only bar \(A B\) is subject to the temperature increase.

A steel bar of square cross section \((50 \mathrm{mm} \times 50 \mathrm{mm})\) carries a tensile load \(P\) (see figure) The allowable stresses in tension and shear are \(125 \mathrm{MPa}\) and \(76 \mathrm{MPa}\), respectively. Determine the maximum permissible load \(P_{\max }\).

A plastic bar of rectangular cross section \((b=38 \mathrm{mm}\) and \(h=75 \mathrm{mm}\) ) fits snugly between rigid supports at room temperature \(\left(20^{\circ} \mathrm{C}\right)\) but with no initial stress (see figure). When the temperature of the bar is raised to \(70^{\circ} \mathrm{C}\), the compressive stress on an inclined plane \(p q\) at midspan becomes \(8.7 \mathrm{MPa}\) (a) What is the shear stress on plane \(p q ?\) (Assume \(\alpha=95 \times 10^{-6 /^{\circ}} \mathrm{C} \text { and } E=2.4 \mathrm{GPa}\) (b) Draw a stress element oriented to plane \(p q\) and show the stresses acting on all faces of this element. (c) If the allowable normal stress is 23 MPa and the allowable shear stress is \(11.3 \mathrm{MPa}\), what is the maximum load \(P(\text {in }+x \text { direction })\) which can be added at the quarter point (in addition to thermal effects given) without exceeding allowable stress values in the bar?

{A} bar \(A B C\) of length \(L\) consists of two parts of equal lengths but different diameters. Scgment \(A B\) has diameter \(d_{1}=100 \mathrm{mm},\) and segment \(B C\) has diameter \(d_{2}=60 \mathrm{mm} .\) Both segments have length \(L / 2=0.6 \mathrm{m} . \mathrm{A}\) Iongitudinal hole of diameter \(d\) is drilled through segment \(A B\) for one- half of its length (distance \(L / 4=0.3 \mathrm{m}\) ). The bar is made of plastic having modulus of elasticity \(E=4.0\) GPa. Compressive loads \(P=110 \mathrm{kN}\) act at the ends of the bar. (a) If the shortening of the bar is limited to \(8.0 \mathrm{mm}\) what is the maximum allowable diameter \(d_{\max }\) of the hole? (See figure part a.) (b) Now, if \(d_{\max }\) is instead set at \(d_{2} / 2,\) at what distance \(b\) from end \(C\) should load \(P\) be applied to limit the bar shortening to \(8.0 \mathrm{mm} ?\) (See figure part b.) (c) Finally, if loads \(P\) are applied at the ends and \(d_{\max }=d_{2} / 2,\) what is the permissible length \(x\) of the hole if shortening is to be limited to \(8.0 \mathrm{mm}\) ? (See figure part c.)

A bumping post at the end of a track in a railway yard has a spring constant \(k=8.0 \mathrm{MN} / \mathrm{m}\) (sce figure). The maximum possible displacement \(d\) of the end of the striking plate is \(450 \mathrm{mm}\) What is the maximum velocity \(v_{\max }\) that a railway car of weight \(W=545 \mathrm{kN}\) can have without damaging the bumping post when it strikes it?

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