Discussion Groups

Robot Structural Analysis

Reply
Active Member
amirdj.gc
Posts: 7
Registered: ‎11-09-2012

foundation design

306 Views, 5 Replies
11-09-2012 02:27 AM

Hello, can i design the foundation with only the stress presiometric allowable value because i dont have all the soil caractristcs.

so i have to delet the soil type (clay , sand ....) but i cant do that. 

Please use plain text.
Product Support
Artur.Kosakowski
Posts: 5,115
Registered: ‎12-17-2010

Re: foundation design

11-09-2012 02:39 AM in reply to: amirdj.gc

Type the value of the allowable stress rather than use the analytical method.

 

stress limit.PNG

 

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.



Artur Kosakowski
Please use plain text.
Active Member
amirdj.gc
Posts: 7
Registered: ‎11-09-2012

Re: foundation design

11-09-2012 03:24 AM in reply to: Artur.Kosakowski

thank you for the explanation but when i do these steps i can see in the foundation note that the soil type is included as you can see in the picture, 

Please use plain text.
Product Support
Artur.Kosakowski
Posts: 5,115
Registered: ‎12-17-2010

Re: foundation design

11-09-2012 03:39 AM in reply to: amirdj.gc

For the settings as on my picture the marked value will be used regardless of the soil profile you have defined in the Soils dialog.



Artur Kosakowski
Please use plain text.
Active Member
amirdj.gc
Posts: 7
Registered: ‎11-09-2012

Re: foundation design

11-09-2012 04:16 AM in reply to: Artur.Kosakowski

i know that the value of the stress pressiometric is used but when i change the soil type the results change, why that

 

Please use plain text.
Product Support
Artur.Kosakowski
Posts: 5,115
Registered: ‎12-17-2010

Re: foundation design

11-09-2012 05:52 AM in reply to: amirdj.gc

I'm not sure if I understand you correctly. The stress limit in the soil should not change but the load due to the change of soil weight can.



Artur Kosakowski
Please use plain text.