What reactions are imported for designing a continuous foundation?

What reactions are imported for designing a continuous foundation?

hugo.augusto
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What reactions are imported for designing a continuous foundation?

hugo.augusto
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Hi,

 

I have a wall supported by a simple linear support.

When I import reactions into the RC design module, I select the nodes I intend to use and create the foundation.

However, I can't figure out, what values were imported into the foundation loads table. Because they do not match the reaction table at the nodes, even adding the reactions corresponding to 1m of foundation, since this is design with B=1m.

 

Next, I show the model where the nodes and reactions for case 2 (wind according to y) can be seen.
And then the table of imported loads for the RC design module...

 

hugoaugusto_0-1667474924676.png

 

hugoaugusto_1-1667475642792.png

 

Bearing in mind that the mesh has a dimension of 0.1x0.1m2, the sum of the reactions of the first 10 nodes should give 2.11kN instead of 18.77kN!!

 

Bearing in mind that the mesh has a dimension of 0.1x0.1m2, the sum of the reactions of the first 10 nodes should give 2.11kN instead of the 18.77kN + 2.73 + ..., used in the foundation design...

 

Even adding the reactions of all support nodes, we did not reach such high values, as can be seen in the following reaction table for case 2.

 

hugoaugusto_2-1667475899754.png

 

hugoaugusto_4-1667476249753.pnghugoaugusto_5-1667476350252.png

 

Thanks...

 

 

 

 

 

 

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