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Tensile resistance of splice

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Message 1 of 9
kari_rinne
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Tensile resistance of splice

kari_rinne
Contributor
Contributor

Can someone please clarify this to me. I don't really understand how the tensile resistance with a 36,36mm thick end plate can be so low. So the bolt goes through the plate? Is the only thing affecting it the thickness and material of the plate? I attached a pic- In the pic the end plate is 36,36mm thick and it still doesn't have enough resistance.

 

Also for some reason I can't attach the model

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Tensile resistance of splice

Can someone please clarify this to me. I don't really understand how the tensile resistance with a 36,36mm thick end plate can be so low. So the bolt goes through the plate? Is the only thing affecting it the thickness and material of the plate? I attached a pic- In the pic the end plate is 36,36mm thick and it still doesn't have enough resistance.

 

Also for some reason I can't attach the model

8 REPLIES 8
Message 2 of 9
Simau
in reply to: kari_rinne

Simau
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@kari_rinne 

Zip your model before attaching

M. Agayr
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@kari_rinne 

Zip your model before attaching

M. Agayr
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Message 3 of 9
HoshangMustafa
in reply to: kari_rinne

HoshangMustafa
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Hi @kari_rinne 

Is it 36,36mm or 35,32mm? It's confusing somehow.

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Hi @kari_rinne 

Is it 36,36mm or 35,32mm? It's confusing somehow.

Message 4 of 9
kari_rinne
in reply to: Simau

kari_rinne
Contributor
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Let's see if it works this way

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Let's see if it works this way

Message 5 of 9
kari_rinne
in reply to: HoshangMustafa

kari_rinne
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It is 36,36mm. I don't really even know what the t max in the picture is supposed to be. Also in the model the connection is number 41

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It is 36,36mm. I don't really even know what the t max in the picture is supposed to be. Also in the model the connection is number 41

Message 6 of 9
Simau
in reply to: kari_rinne

Simau
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@kari_rinne 

Try with this configuration

Model attached

 

Simau_0-1725278563397.png

 

M. Agayr
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@kari_rinne 

Try with this configuration

Model attached

 

Simau_0-1725278563397.png

 

M. Agayr
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Message 7 of 9
kari_rinne
in reply to: Simau

kari_rinne
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Unfortunately that kind of a connection won't fit there. Anyway I was wondering more about what causes this. I've never had a problem with plates that are 30mm thick previously. A thing that crossed my mind is whether this is an error in the code in Robot. But maybe someone with more engineering knowledge than me can explain it to me.

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Unfortunately that kind of a connection won't fit there. Anyway I was wondering more about what causes this. I've never had a problem with plates that are 30mm thick previously. A thing that crossed my mind is whether this is an error in the code in Robot. But maybe someone with more engineering knowledge than me can explain it to me.

Message 8 of 9
Simau
in reply to: kari_rinne

Simau
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@kari_rinne 

 

Simau_0-1725296328455.jpeg

 

M. Agayr
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@kari_rinne 

 

Simau_0-1725296328455.jpeg

 

M. Agayr
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Message 9 of 9
DennisVDijk
in reply to: kari_rinne

DennisVDijk
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Accepted solution

hello kari_rinne,

 

If I follow the formula from EC3-1-8 your endplates are to thin with a steak of 260mm for the bolts. When endplate are to thin the prying forces will increase a lot, due to the bending resistance of the endplate. If you make your endplates 40mm you get a UC = 0.97 < 1,0:

DennisVDijk_1-1725366946781.png

I made a model of the connection in IDEA to show the prying forses:

Model 1, endplate 30mm S355:

DennisVDijk_2-1725367087558.png

prying forces: Ft,bolt = 271kN - (1055kN/6) = 96kN/bolt (extra)

Model 2: endplates 40mm, S355

DennisVDijk_3-1725367264031.png

prying forces: Ft,bolt = 181kN - (1055kN/6) = 6kN/bolt (extra)

 

I hope this will help you with your design.

Kind regards,

Dennis van Dijk
Structural engineer
www.ibureaunoordwolde.nl

hello kari_rinne,

 

If I follow the formula from EC3-1-8 your endplates are to thin with a steak of 260mm for the bolts. When endplate are to thin the prying forces will increase a lot, due to the bending resistance of the endplate. If you make your endplates 40mm you get a UC = 0.97 < 1,0:

DennisVDijk_1-1725366946781.png

I made a model of the connection in IDEA to show the prying forses:

Model 1, endplate 30mm S355:

DennisVDijk_2-1725367087558.png

prying forces: Ft,bolt = 271kN - (1055kN/6) = 96kN/bolt (extra)

Model 2: endplates 40mm, S355

DennisVDijk_3-1725367264031.png

prying forces: Ft,bolt = 181kN - (1055kN/6) = 6kN/bolt (extra)

 

I hope this will help you with your design.

Kind regards,

Dennis van Dijk
Structural engineer
www.ibureaunoordwolde.nl

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