Designing a Highway Bridge: Optimal Road Surface for Extreme Temperatures

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SUMMARY

The discussion focuses on designing a highway bridge road surface that accommodates extreme temperature variations, specifically between -30°C and 40°C. The coefficient of linear expansion (α) for the material must not exceed 0.0001. Key calculations involve determining the change in length of road sections based on temperature fluctuations, using the formula ∆L = ∆Tα. The goal is to ensure no gaps between road sections at maximum temperature while allowing for expansion during installation based on the current temperature and material properties.

PREREQUISITES
  • Understanding of linear expansion in materials
  • Familiarity with temperature conversion and effects on material dimensions
  • Basic programming skills to implement calculations
  • Knowledge of physics principles related to thermal expansion
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  • Research the effects of temperature on material properties in civil engineering
  • Learn how to implement mathematical models in programming languages like Python or Java
  • Study the principles of thermal expansion and contraction in engineering materials
  • Explore case studies on bridge design and road surface materials
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Civil engineers, materials scientists, and software developers involved in infrastructure projects requiring temperature-sensitive design considerations.

sporus
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You are designing a highway bridge. In particular you are trying to determine how to put the road surface on the bridge. You live in an area where the maximum summertime temperature is 40 degrees centigrade and the minimum winter temperature is -30 degrees centigrade. The coefficient of linear expansion, α, measures the fractional change in length per unit change in temperature (fractional change = change in length per unit length). A coefficient of linear expansion will be no larger than 0.0001. Consider a section of road surface with length L1 (or L2) at temperature T. If the temperature T increases by ∆T the length of the section of road surface with L1=3 will increase by 3∆L to L1+ 3∆L. If the temperature decreases by ∆T a section of road surface with length L2=5 will decrease in length by 5∆L to L2-5∆L. The amount the length changes (per unit length of road surface L=1) by is ∆L = ∆Tα . You are to write a program to determine two things, the maximum size of the space between road sections and the amount of space to leave between the sections of road surface on the day they are installed. At the maximum temperature there should be no space between the sections of road surface. You must leave enough room between sections of road surface for the road surface to expand to the length it would have at the maximum temperature of 40 degrees. The user will provide the temperature on the day the installation takes place, the length of each section of road surface to be installed (at the temperature when the installation occurs) and the coefficient of linear expansion of the material being used in the road surface.


i can't do physics =(

i tried to come out with the equations but they went horribly wrong. I wrote the rest of the program just fine, but I can't figure out the equation. We shouldn't have to do physics in a computer programming course anyway
 
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sporus said:
You are designing a highway bridge. In particular you are trying to determine how to put the road surface on the bridge. You live in an area where the maximum summertime temperature is 40 degrees centigrade and the minimum winter temperature is -30 degrees centigrade. The coefficient of linear expansion, α, measures the fractional change in length per unit change in temperature (fractional change = change in length per unit length). A coefficient of linear expansion will be no larger than 0.0001. Consider a section of road surface with length L1 (or L2) at temperature T. If the temperature T increases by ∆T the length of the section of road surface with L1=3 will increase by 3∆L to L1+ 3∆L. If the temperature decreases by ∆T a section of road surface with length L2=5 will decrease in length by 5∆L to L2-5∆L. The amount the length changes (per unit length of road surface L=1) by is ∆L = ∆Tα . You are to write a program to determine two things, the maximum size of the space between road sections and the amount of space to leave between the sections of road surface on the day they are installed. At the maximum temperature there should be no space between the sections of road surface. You must leave enough room between sections of road surface for the road surface to expand to the length it would have at the maximum temperature of 40 degrees. The user will provide the temperature on the day the installation takes place, the length of each section of road surface to be installed (at the temperature when the installation occurs) and the coefficient of linear expansion of the material being used in the road surface.


i can't do physics =(

i tried to come out with the equations but they went horribly wrong. I wrote the rest of the program just fine, but I can't figure out the equation. We shouldn't have to do physics in a computer programming course anyway

Welcome to the PF.

Per the PF rules (see the link at the top of the page), we can't do your work for you. But if you show us the equations you were working on, we should be able to help you figure out what you are doing wrong.
 

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