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Load Combination Regulations EC7

Load Combination Regulations EC7

stroxy
Advocate Advocate
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Message 1 of 7

Load Combination Regulations EC7

stroxy
Advocate
Advocate

In ULS verification under EC7, partial factors for variable actions may be taken as 1.5 if unfavorable and 0 if unfavorable.  Does the regulation file consider this? I notice only the value of γ-max (=1.5) is defined whilst the field for γ-min is blank.  Please see attached

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Accepted solutions (2)
1,328 Views
6 Replies
Replies (6)
Message 2 of 7

Artur.Kosakowski
Autodesk Support
Autodesk Support

When the code combinations are generated they include ones that include only deal loads (live and snow loads with 0 load factors) dead loads and live loads (snow loads with 0 factors) and dead loads with selected live loads (other live loads with 0 load factors) therefore there is no need to put 0s as the load factors in the regulation file.

 

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Artur Kosakowski
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Message 3 of 7

stroxy
Advocate
Advocate

 

Thanks Artur, what about the scenario where different limit states recommend different values for γg, as in the attached tables.  How does one incorporate this in the regulations?

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Message 4 of 7

Artur.Kosakowski
Autodesk Support
Autodesk Support

The A type with 0.9 for dead loads is used in the PN regulation whereas additional reduction of dead loads due to existence of live loads is used in the Belgium version of Eurocode.

 

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Artur Kosakowski
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Message 5 of 7

stroxy
Advocate
Advocate

So if I understand you correctly, that means to check the 2 limit states EQU and STR for example, I will have to run 2 different analysis with the corresponding regulations for each limit state

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Message 6 of 7

Artur.Kosakowski
Autodesk Support
Autodesk Support
Accepted solution

One analysis with two sets of combinations generated with different regulation files. The steps are shown on the attached picture.

 

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Artur Kosakowski
Message 7 of 7

stroxy
Advocate
Advocate
Accepted solution

Many thanks Artur!! 

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