Linear Expansion Problem: Finding Optimal Crack Width for Highway Slabs

AI Thread Summary
The discussion revolves around calculating the optimal width for expansion cracks in concrete highway slabs to prevent buckling due to temperature changes. The initial calculations considered both expansion and contraction at varying temperatures, but confusion arose regarding whether to account for both slabs on either side of the crack. It was clarified that only one slab needs to be considered for the calculation, as the expansion of adjacent slabs does not require doubling the gap width. The key formula involves the coefficient of linear expansion, the initial length of the slab, and the change in temperature. Ultimately, understanding that the focus is on a single slab simplifies the problem significantly.
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!
 
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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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