Force required to pull a roofing nail out of decking

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To determine the force required to pull a roofing nail out of decking, one must consider the coefficients of static and dynamic friction between the nail and the wood, as well as the spring constant of the plywood. Initial data suggests that a 2-inch nail in OSB requires approximately 59 pounds of force, which may be doubled for pine planks, estimating around 100 pounds. The 430 in-lbs force from the roofing coil nailer indicates the force used to drive the nail in, but it does not directly correlate to the force needed for removal. Understanding these factors is crucial for designing effective tools for nail extraction. Accurate calculations and further data analysis are necessary for precise force estimation.
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Homework Statement


Roofing coil nailer drives with 430 in lb into plywood,decking 1.5" nail
How much force do i need to pull the nail out ,i don't know what else holds nail in place other than friction
ELI5 ,im as uneducated as it comes. :D

Homework Equations


i don't know any

The Attempt at a Solution


googled few hours but lacking of actual knowledge makes it hard to find needed formulas,theorems what forces apply to this
 
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Welcome to the PF. :smile:
Akita said:

Homework Statement


Roofing coil nailer drives with 430 in lb into plywood,decking 1.5" nail
How much force do i need to pull the nail out ,i don't know what else holds nail in place other than friction
ELI5 ,im as uneducated as it comes. :D

Homework Equations


i don't know any

The Attempt at a Solution


googled few hours but lacking of actual knowledge makes it hard to find needed formulas,theorems what forces apply to this
That's a very challenging and practical problem. Are you told what tolerance your answer needs to be within?

I would start by looking at the coefficients of static and dynamic friction between the nail metal material and the wood material. Then I would look up the spring constant of the plywood (as it's deflected out of the nail hole). Can you find those numbers and say what you would do next?
 
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What is the nature of the data that you are provided? That is what is 430 in-lbs and what is the value of knowing the nail length.?
 
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berkeman said:
Welcome to the PF. :smile:

That's a very challenging and practical problem. Are you told what tolerance your answer needs to be within?

I would start by looking at the coefficients of static and dynamic friction between the nail metal material and the wood material. Then I would look up the spring constant of the plywood (as it's deflected out of the nail hole). Can you find those numbers and say what you would do next?
i found some data Nail Withdrawal and it says 2 inch nail uses 59 lb in OSB 7/16,id guess double that in pine planks so 100 lb.
gleem said:
What is the nature of the data that you are provided? That is what is 430 in-lbs and what is the value of knowing the nail length.?
430 in lb is for coil roofing nailer force ,for 3/4 to 1 3/4 nails
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im designing wedge acting tear off tool for shingles and wanted to calculate how much force would i need to push out or pull out with fulcrum from above materials.
How to correlate 59 lb in given data to force in Nm ,thank yoyu guys for feedback,not knowing stuff is kinda painful :D
 

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Akita said:
430 in lb is for coil roofing nailer force ,for 3/4 to 1 3/4 nails
I doubt if that is as helpful as you might think it is. The problem is that this is an amount of force that DEFINITELY will seat the nail. That is, it is more force than is needed but you don't know by how much.
 
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phinds said:
I doubt if that is as helpful as you might think it is. The problem is that this is an amount of force that DEFINITELY will seat the nail. That is, it is more force than is needed but you don't know by how much.
i got it,all numbers kinda straight now. thank you guys.
 
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