Giancoli's Physics: Principles with Applications, 7th Edition
13
Temperature and Kinetic Theory
Change chapter

13-1: Atomic Theory
13-2: Temperature and Thermometers
13-4: Thermal Expansion
13-5: Gas Laws; Absolute Temperature
13-6 and 13-7: Ideal Gas Law
13-8: Ideal Gas Law in Terms of Molecules; Avogadro's Number
13-9: Molecular Interpretation of Temperature
13-11: Real Gases; Phase Changes
13-12: Vapor Pressure and Humidity
13-13: Diffusion

Question by Giancoli, Douglas C., Physics: Principles with Applications, 7th Ed., ©2014, Reprinted by permission of Pearson Education Inc., New York.
Problem 10
Q

# A concrete highway is built of slabs 12 m long $(15 ^\circ \textrm{C})$. How wide should the expansion cracks between the slabs be $($at $15 ^\circ \textrm{C})$ to prevent buckling if the range of temperature is $-30 ^\circ \textrm{C}$ to $+50 ^\circ \textrm{C}$?

A
$5.0 \textrm{ mm}$

In order to watch this solution you need to have a subscription.

VIDEO TRANSCRIPT

This is Giancoli Answers with Mr. Dychko. Here's 1 concrete slab here of length 12 meters and another concrete slab 12 meters. In the winter these slabs will contract and reduce their their length and they're not going to be any danger of buckling from that. So, we don't need to think about the low winter temperature. We have to worry only about the high summer temperature of 50 degrees Celsius. And when that 50 degrees happens, each concrete slab will expand and it'll expand equally in both directions. And so will expand some amount, Δl, and half of that expansion will go on one end and half the other expansion will go on the other end. And half the expansion of 1 slab plus half the expansion in the other slab, in total needs to just equal this gap, x, between them. So, x is going to be 2 times Δl over 2 which is just Δl. So, the entire expansion of 1 slab as it turns out. So, we have the coefficient of linear expansion for concrete of 12 times 10 to the minus 6 times the slab's original length of 12 meters when it's at 15 degrees Celsius, multiplied by the change in temperature 50 degrees Celsius minus 15. And that gives about 5.0 millimeters which is a very small gap between the slabs.

By rdattafl on Sun, 3/12/2017 - 2:00 AM

Mr. Dychko,

The range of temperatures stated in the problem are from -30 degrees C to 50 degrees C. Thus, shouldn't the change in temperature, or delta(T), be 80 degrees C?
With this value of delta(T), the width of the expansion cracks become 12 mm.

By Mr. Dychko on Sun, 3/12/2017 - 8:49 PM

Hi rdattafi, thank you for your question. It turns out that this question calls for a very careful reading since the way it's worded is a bit sneaky. It mentions wanting to know the expansion gap needed at $15^\circ\textrm{ C}$. This expansion gap is needed to deal with the concrete slabs becoming bigger as they get hotter on hot days. The temperatures cooler than $15^\circ\textrm{ C}$ don't concern us since the slabs will only get smaller as they get cooler. $-30^\circ\textrm{ C}$ is a red herring and we can ignore it. The question is not asking "by how much will the concrete expand when changing temperature from $-30^\circ\textrm{ C}$ to $50^\circ\textrm{ C}$". Rather, it's asking for how much of a gap should be left between slabs that are $15^\circ\textrm{ C}$ so that they don't touch and then buckle when they reach $50^\circ\textrm{ C}$.