Headed Studs in Tension 7

[dik]

I have a project that has a couple of headed studs on a baseplate for a guard attachment. They are in proximity to eachother (4"). Does anyone have a spreadsheet that can be used to determine the tensile capacity. Or point me to something I can quickly use. Alternatively if someone can point me to a paper that addresses this. I've done an internet search and am saturated with the amount on non-useful information.

thanks Dik

-----*****-----
So strange to see the singularity approaching while the entire planet is rapidly turning into a hellscape. -John Coates

-Dik

 

[dik]

Thanks... picked up a copy and have printed out the example problems...

-----*****-----
So strange to see the singularity approaching while the entire planet is rapidly turning into a hellscape. -John Coates

-Dik

 

[ALK2415]

Hi Dik
check your email ..
Also Highly admire your works ... you give us a good research idea

 

[JStructsteel]

What am I missing, doesnt PCI address this or ACI?

 

[Eng16080]

Yes, ACI addresses this, per my comments above. Based on some of the other responses, I'm guessing the question might be specific to Canadian requirements, and perhaps then ACI isn't applicable?

 

[dik]

Thanks... there are a bunch (binary term for PC) of others on this site that I hold in high regard.

-----*****-----
So strange to see the singularity approaching while the entire planet is rapidly turning into a hellscape. -John Coates

-Dik

 

[dik]

Our CSA A23 for concrete closely reflects the ACI requirements.

-----*****-----
So strange to see the singularity approaching while the entire planet is rapidly turning into a hellscape. -John Coates

-Dik

 

[EngDM]

The Simpson Anchor design program does these, and their report has code references directly in it which I find way easier to follow than Profis. It will check the baseplate thickness as well with FEA against its yield strength as well if you require that.

You can add the loading as a moment if that is the case as well if you require.

 

[dik]

Not necessary... loads are too small and BAR 3/8 is lots... thanks, though. FEA is overkill unless you have 1000 of them...

-----*****-----
So strange to see the singularity approaching while the entire planet is rapidly turning into a hellscape. -John Coates

-Dik