## What is the shear strength of carbon steel bolts?

First, unlike tensile and yield strengths, there are no published shear strength values or requirements for ASTM specifications. The Industrial Fastener Institute (Inch Fastener Standards, 7th ed. 2003. B-8) states that shear strength is approximately 60% of the minimum tensile strength.

“As an empirical guide, shear strengths of carbon steel fasteners may be assumed to be approximately 60 percent of their specified minimum tensile strengths. For example, an SAE grade 5 hex cap screw has a specified minimum tensile strength of 120,000 psi. Therefore, for design purposes, its shear strength could be reasonably assumed to be 70,000 psi.”

Quick Tip: For instructions on how to calculate the strength for your bolt, see Calculating Yield and Tensile Strength.

It is important to understand that some imported fasteners, like lag screws, are typically ungraded. Since they are not manufactured to any specific grade, it is impossible to determine any strength characteristics associated with them unless you have them strength tested at a laboratory. For applications where shear will occur in the unthreaded portion the nominal diameter should be used to calculate the value. Whereas, if the shear area is in the threaded section the minor diameter should be used.

AISC provides published values for ASTM A325 and A490 structural bolts listed in Specifications for Structural Steel Buildings under Table J3.2 (16.1-104, 13th Ed.) (16.1-120, 14th Ed.).

Although, the Strength by Grade Chart has no shear strength information, it shows the strength requirements of common ASTM and SAE grade construction fastener specifications.

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David says:

Help – Im building a treehouse and attaching a 3/4″ x 10″ galvanized lag screw through a 2×8 beam and 7″ into a tree.
The weight of the finished tree house is approx. 1500 lbs. in materials which is shared by two trees. Is this ok?

Dane McKinnon says:

@David- The shear strength of the lag bolt is in excess of 11,000lbs, so whereas it will hold the weight of the tree house, what we can’t calculate is the pull out strength of the wood or tree. You would need to contact an engineer familiar with wood construction to determine that.

Anis says:

Bonjour ;

Comment calculer la contrainte équivalente ( cisaillement par effort + cisaillement par couple )
des filets de l’écrou ( Non normalisée )

Dane McKinnon says:

@Anis- Le cisaillement du fil d’écrou peut être calculé, mais nous n’avons pas cette équation. Vous devriez consulter un ingénieur pour l’obtenir.

Brandon says:

Hello,
Does the 60% shear trick work with stainless steel bolts also? I haven’t been able to find any sheer capacities for a 1/2″ SS bolt.

Dane McKinnon says:

@Brandon- Yes, the shear value for stainless steel should still be roughly 60% of tensile.

Steve LaForge says:

Shear rating for 3/4″ grade 8 bolt

Dane McKinnon says:

@Steve- SAE J429 gr.8 bolts are not ‘rated’ for shear, however their approximate shear strength is 60% of tensile. Grade 8 tensile is 150,000psi, therefore shear is 90,000psi.

harry somerton says:

I’m not the best at your equation for sheering force so maybe you can do it. I would like to know what the sheering force of a m6x1.0 bolt. I have 4 of them holding a pully to a drive snout and sheered all 4 off. They were rated at 12.9, is there any other bolt I can use? Thanks

Dane McKinnon says:

@Harry- I am sorry, but we do not have the shear information for those bolts. As far as I know, 12.9 is the strongest metric grade, so there would be nothing above that.

Raman Patel, NCDOT says:

Dear Manager,
I am looking the anchor bolt or pin, that can stands up to 5000 lb. force or break away force 5000 lb. Do you have any kind of material to match specification ?
I need this on one of project.
Raman
.

Dane McKinnon says:

@Raman- If you are using low carbon, A36 material for the pins, you would need a 1/2″ or larger pin in order to withstand 5,000lbs of shear. If you want to go with a smaller pin, that can be done as well, but I’d need to know your size constraints in order to recommend a grade of material.

Gene Cornelison says:

I’m looking for what size bolt to give minimum shear of 5000 lbs. Required to be installed in highly corrosive area thus the need for stainless steel.

@Gene – We previously determined that the min shear value for stainless is 45,000psi. If you want a min shear value of 5,000lbf, we look at this equation: 45,000 x pi x r^2=5,000. I get r=0.187, so your min diameter to achieve 5,000 lbs of shear is 0.374″=3/8″. That doesn’t include any safety factors, so that diameter should be padded by whatever safety factor you feel safe with. I hope that helps.

Gene Cornelison says:

I’m looking for shear strength of stainless steel bolts.

@Gene – Shear strength is typically about 60% of tensile, so since stainless steel (both 304 and 316) has a minimum tensile of 75,000psi, the minimum shear should be about 45,000psi.

Hai Nguyen says:

Dear Manager,
Bolt A193-B8M Class 1 have Tensile Strength is 75.000 psi, yield strength is 30.000 psi. So if we take Shear strength is 60% of Tensile strength, we have 45.000 psi.
So Shear strength > Yield strength —> Bolt is damage

Dane McKinnon says:

@Hai- Yes, I would assume that if your bolt was loaded to 45,000psi shear that it would in fact show signs of damage,

Yuriy Ososkov says:

Hi Dane,

I’m trying to find a comparison between shear strength of 316-SS bolts and 1019-steel bolts. Thank you.

Dane McKinnon says:

@Yuriy- The shear strength of SS316 will be approximately 45,000ksi. However, I do not have any information on the mechanical properties of 1019 bolts, so I cannot compare. Apologies.

Mark Seavey says:

Please advise, where can I get a chart for bolt Shear/tinsel strength for stainless steel bolts.

@MarkSeavey – We do have tensile and yield mechanicals for stainless steels made per ASTM A193 on our website. We do not list shear, but it is typically 60% of tensile. For other grades of stainless I’d be happy to give you what I have if you let me know what grade/specification you are working with.

matt says:

if you are using a bolt in a high movement/lateral stress area and it keeps breaking

you might try using either lots of washers or thick spacers. so you end up with a longer bolt.

examples of this can be found on exhaust manifolds on cars.

the longer bolt means when the items flexs the angle is less than that of a shorter bolt. sometimes a super tight bolt hole can cause you more problems than benefits. but obviously this is job specific.

Gilbert says:

It is true that grade 8 bolts are more brittle than grade 5. In general (although not always the case), steels that have a higher strength are less ductile. Grade 8 bolts have a higher strength and, therefore, would require fewer bolts in a joint than grade 5. This may be of benefit in joints that are tight for space. However, depending on the application, it may be preferable to use the weaker and more ductile grade grade 5 bolts. The statement that grade 8 bolts are better than grade 5 cannot be generalized. Consult with an engineer (structural or mechanical) about your particular application.

The shear strength of bolts is taken as approximately 60% of the tensile strength. This is not a rule of thumb. A large number of tests on high strength bolts tested in shear has indicated that the shear strength is about 62% of the tensile strength. A purely theoretical relationship between shear strength and tensile strength indicates that the shear strength is 58% of the tensile strength. In practice we use 60% as a good approximation of test results and theory.

ben says:

Herb, you will be better off with a grade 8.

David Benyon says:

There is a UK company called Bolt Science who have computer programs on bolt tensile strengths (there used to be a free time limited demo as well!) There is also a rule of thumb that puts shear strength as 60% of tensile strength. Put the two together and voila! Note however that antique solid mounted diesel engines can wreak havoc on their mounting frames and won’t be the least impressed with ones clever calculations! Salt can also give unexpected results as tests done a great many years ago on chains showed that they were weaker when immersed in seawater. Ideally the bolts should only be loaded to about 10% of their failure load, possibly 20% on a rough job.