reaction

[Anonymous]

hi guys,

I do not know, why I get two different reactions in almost the same structure.(see attached file) The slabs are one-way direction, i.e. one of them is in y-direction and another one in x-direction. 

best regards

[Rafal.Gaweda]

Different loads distribution :

[Anonymous]

thank you for your quick answer. The distance in x=10m and y=6m, so reactions for the pinned support shouldn't be 300 kN?

[Rafal.Gaweda]

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@Anonymous wrote:

thank you for your quick answer. The distance in x=10m and y=6m, so reactions for the pinned support shouldn't be 300 kN?

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They are, but you displayed loads, not reactions

[Anonymous]

Ya, but for the y-direction, it is 335,92 kN (the other structure). It sould be (60 kN/m * 10m)/2 = 300 kN

[Artur.Kosakowski]

No, that would be true only for simply supported beams. The distribution of forces depends on the stiffness of the elements of the model rather than the tributary area.

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