Properties of Plank wood & bridge question

AI Thread Summary
The discussion centers on designing a plank bridge over a river, with a focus on the material properties of wood. It emphasizes that "plank wood" is not a specific term; instead, various wood species like white oak or red oak should be considered. For accurate strength properties and stress-strain diagrams, resources such as the Forest Products Laboratory website and Michael Ashby's book on Materials Selection are recommended. The feasibility of constructing a wooden bridge 2-3 km long is questioned, highlighting the necessity for supports to ensure safety and stability. The conversation stresses that a single plank cannot span such a distance without proper support due to bending and swaying issues.
Ngineer
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Hello everybody,

For a group project, we are supposed to propose several designes for a plank bridge over a river.

I've tried to find this material's (plank wood) strength properties, or a stress-strain diagram to no avail. Do you know where I can find it?

Also, is it reasonable for a wooden bridge to be 2-3km long? Do we need supports over the river to make it safe and practical?

Your help is greatly appreciated!

Thanks
 
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Ngineer said:
Also, is it reasonable for a wooden bridge to be 2-3km long? Do we need supports over the river to make it safe and practical?

?

This is what a bridge just over 2km long might look like ...

http://inbarton.110mb.com/bridgecurve.jpg http://inbarton.110mb.com/bridgeair.jpg
 
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First things first. If you have decided your construction will be based on wood, you can find the approximate material properties in Michael Ashby's book on Materials Selection (https://www.amazon.com/dp/1856176630/?tag=pfamazon01-20).

The properties you are looking for are the following: Flexural strength, buckling strength and tensile strength for a 'wood-like' material. Also, it is literally impossible that you can build a 2-3 km structure out of a single plank of wood that is supported only at the ends - if it somehow escapes bending under its own weight it will still easily be swayed by winds. Maybe I am giving you more complicated advice than you need, so just look up Ashby's book first. It deals with several nice examples regarding how to select a material for specific objectives.
 
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If your plank has a large enough area moment of inertia you could use one plank and not have excessive swaying... but good luck finding a tree that size...
 
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