What is the necessary gap width for thermal expansion of concrete sidewalks?

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Homework Help Overview

The discussion revolves around determining the necessary gap width for thermal expansion in concrete sidewalks, specifically in the context of temperature changes affecting the length of concrete sections. Participants are exploring the implications of thermal expansion on the design of sidewalk sections that are constrained by immovable walls.

Discussion Character

  • Exploratory, Assumption checking, Mathematical reasoning

Approaches and Questions Raised

  • Participants are using the thermal expansion formula to calculate the change in length of concrete sections due to temperature increases. There are varying interpretations of how to apply the calculated expansion to determine the appropriate gap width.

Discussion Status

Several participants have shared their calculations and reasoning, with some questioning the assumptions about how the expansion is distributed across the gaps. There is an ongoing exploration of how to correctly interpret the total expansion in relation to the number of gaps available.

Contextual Notes

Some participants have used different temperature values in their calculations, leading to variations in the computed expansion. There is a recognition that the total expansion must fit within the available gap space, but the exact relationship between the sections and gaps remains under discussion.

Crimsonangel
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Concrete sidewalks are always laid in sections, with gaps between each section. For example, the drawing shows three identical 2.4 m sections, the outer two of which are against immovable walls. The two identical gaps between the sections are provided so that thermal expansion will not create the thermal stress that could lead to cracks. What is the minimum gap width necessary to account for an increase in temperature of 27 C°?

http://www.webassign.net/CJ/p12-20.gif (here is a picture)

I used the equation (deltaL=alpha*Lo*deltaT). So I knew alpha was 12*10^-6 and Lo was 2.4m and deltaT was 27 C°. I got deltaL to be 7.776*10^-4 m. So the concrete expanded and how has a length of 2.4007776 m. After that I wasn't sure what to do. I thought it would be 3 times 7.776*10^-4 but it wasn't. Could you please help? Thanks so much!
 
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umm... maybe I'm being dumb but it seems like since it expands both ways with a total of .0007776 m that means that each way it goes half of that, and since there are two around each gap, I think the gap is just .00078m.
 
Crimsonangel said:
Concrete sidewalks are always laid in sections, with gaps between each section. For example, the drawing shows three identical 2.4 m sections, the outer two of which are against immovable walls. The two identical gaps between the sections are provided so that thermal expansion will not create the thermal stress that could lead to cracks. What is the minimum gap width necessary to account for an increase in temperature of 27 C°?

http://www.webassign.net/CJ/p12-20.gif (here is a picture)

I used the equation (deltaL=alpha*Lo*deltaT). So I knew alpha was 12*10^-6 and Lo was 2.4m and deltaT was 27 C°. I got deltaL to be 7.776*10^-4 m. So the concrete expanded and how has a length of 2.4007776 m. After that I wasn't sure what to do. I thought it would be 3 times 7.776*10^-4 but it wasn't. Could you please help? Thanks so much!

The 3 times 7.776*10^-4m gives you the total expansion of the three sections. You have two gaps that can be filled in by that increased length.
 
my temperature for this question is 37 degrees Celsius...and i got deltaL to be 0.001066...i'm still not quite sure what to do with that
 
jalpabhav said:
my temperature for this question is 37 degrees Celsius...and i got deltaL to be 0.001066...i'm still not quite sure what to do with that

I assume that is for one section. You have three sections that expand, and two gaps for them to expand into. The total expansion cannot be more than the total gap space.
 

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