Linear Expansion Problem: Finding Optimal Crack Width for Highway Slabs

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Homework Help Overview

The discussion revolves around a linear expansion problem related to concrete highway slabs. The original poster seeks to determine the optimal width for expansion cracks between slabs to prevent buckling due to temperature changes, with specific temperature ranges provided.

Discussion Character

  • Exploratory, Assumption checking, Problem interpretation

Approaches and Questions Raised

  • Participants discuss the calculations related to the change in length of the slabs based on temperature variations. There are attempts to clarify whether both slabs should be considered in the expansion calculations, with some questioning the necessity of accounting for two slabs versus one.

Discussion Status

The conversation is ongoing, with participants exploring different interpretations of the problem. Some guidance has been offered regarding the consideration of only one slab for the calculations, but there remains a lack of consensus on the correct approach to determining the necessary crack width.

Contextual Notes

Participants are navigating the implications of temperature ranges and the physical setup of the slabs, with some confusion about the parameters that need to be included in their calculations. The original poster expresses uncertainty about their calculations and the assumptions being made.

yossup
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linear expansion problem...urgent!

Homework Statement


A concrete highway is built of slabs 12m long (20 degrees C). How wide should the expansion cracks between the slabs be (at 15 C) to prevent buckling if the range of temperature is - 30 C to 43 C?


Homework Equations



change in length = (coefficient) (initial length) (change in temperature)

coefficient = 12 * 10^(-6)

The Attempt at a Solution



So first I solved the length of the slabs at 15 C =

coefficient (12m) (-5 degrees C) = -7.2 * 10^(-4)

so (12m - 7.2 * 10^(-4)) = 11.99m

so at 15 degrees C, the slab is 11.99m

Then I solved how much it would expand/contract at 43C/-30C

basically

change of length from 15C to 43C = .00403m

change of length from 15c to -30c = -.00648

since in an expansion crack, there are slabs on both sides which would BOTH expand, I thought the answer would be .00403m + .00403m but it's wrong.

I've tried

.00403m + .00648m

.00403*2 + .00648*2

but these are all wrong.

What am I missing? No matter how much I think about it...I don't get what about my calculations are wrong. Thanks!
 
Last edited:
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yossup said:
A concrete highway is built of slabs 12m long (20 degrees C). How wide should the expansion cracks between the slabs be (at 15 C) to prevent buckling if the range of temperature is - 30 C to 43 C?

change in length = (coefficient) (initial length) (change in temperature)

coefficient = 12 * 10^(-6)since in an expansion crack, there are slabs on both sides which would BOTH expand, I thought the answer would be .00403m + .00403m but it's wrong.

I've tried

.00403m + .00648m

.00403*2 + .00648*2

but these are all wrong.

Hi yossup! :smile:

Why are you going down to -30C?

The question only involves expansion from 15C to 43C.

(and you only need to consider one slab, not two)
 


so the answer is simply =>

(coefficient_concrete) (11.99m) (28C) ?

why only one slab? don't you need to consider two since if two slabs next to each other both expand for example, .1m. then if they are expanding towards each other...in order for them not to buckle, there would have to be .2m of space between them.
 
yossup said:
why only one slab? don't you need to consider two since if two slabs next to each other both expand for example, .1m. then if they are expanding towards each other...in order for them not to buckle, there would have to be .2m of space between them.

ah … but imagine ten slabs with 9 gaps of .01m = 120.09m total.

If they each expand by .01m, then they take up 120.1m …

so it's only one slab that has to be accounted for at both ends …

and if the highway is infinitely long, you don't even have to bother about that! :biggrin:
 

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