Autodesk Robot Structural Analysis : Footing Design

Autodesk Robot Structural Analysis : Footing Design
#Autodesk #Robot #Structural #Engineering
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[@hamidanghaie5197]

Thanks a lot, Great video

[@tomislavzg742]

Great, just for I needed!

[@cyrilshey6738]

This is awesome.

[@siyaksharifi5808]

Thanks a lot, So helpful for me.

[@user-tu5jz7mj6h]

Hello, any idea what does this mean?
'Condition not met for: Foundation uplift in state of ULS
Safety factor of bottom reinforcement in the direction of X axis: 0.00 < 1.0
Safety factor of bottom reinforcement in the direction of Y axis: 0.00 < 1.0
Safety factor of top reinforcement in the direction of X axis: 0.00 < 1.0
Safety factor of top reinforcement in the direction of Y axis: 0.00 < 1.0'

[@robertmihalinac]

Does Robot account passive resistance of soil in front of footing when calculating stress calculations, overturning, uplift and sliding?

[@robertmihalinac]

Can we use pad foundation from 57:43 for fixed base connection verification? Can we check pier for concrete pull-out failure, concrete pry-out failure etc.?

[@ashimsaha1008]

thanks for video. but i don't see foundation view under column after selecting.

[@johannvalle5305]

Is it posible use a combination with fundation beam & isolated fundation (simple spread footing)?

[@EngineerHunter]

Yes but you need to model manually.

[@robertmihalinac]

If I choose all nodes/supports will I get the maximum required footing or I will get different footing size for different node/support?

[@EngineerHunter]

You will get only one required footing.

[@ericgachomba6360]

is there avideo on how to install Autodesk robot structural analysis 2023

[@robertmihalinac]

How is Contact area in Uplift 10:28 calculated? I cant figure it out...

[@EngineerHunter]

You can go to Foundation - Result and click on contact area for more detail.

[@robertmihalinac]

@@EngineerHunter I still get different results... Is contact area A´ x B´ (where A´ is effective foundation width and B´ effective foundation lenght) or something else?

[@BA-kl6bv]

Why In this method the depth of footing don't show?

[@EngineerHunter]

I missed the details about one way shear and two way shear but you can check in the calculation notes. If the thickness of footing is too thin, the design will fail.