Hi,
related to modelling of concrete strip foundation please advice me in appropiate way of modeling. Before I go to bigger projects I want to be sure in results on a simple models.
I read 5 webinar and continuos footing is described in sense of design in separated module.
Somethimes I want to to analyse foundations on 3D model to see uplift and force redistribution.
In tutorial writes:
Elastic coefficient may be applied while defining the following.
I am sending you simple model. Walls are masonry, panel with reduced E. That effect shouldn't be a problem.
Please check soil reactions in maps.
From that 3 approach which you preffer.
Best Regards
rm
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Hi Artur,
thank you for answer.
If I understand you well we combine in this support definition window option rigid Uz+ and elastic value Kz (K times width of strip).
Does this mean that we can combine also other values in window in a similar way. For example rigid + gap or rigid + nonlinar value.
And just please short explanation where is practical application of bars on elastic ground.
Regards
rm
If I understand you well we combine in this support definition window option rigid Uz+ and elastic value Kz (K times width of strip).
Does this mean that we can combine also other values in window in a similar way. For example rigid + gap or rigid + nonlinar value.
Correct.
And just please short explanation where is practical application of bars on elastic ground.
From RSA 4th webinar:
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