Soil pressure

[athurD]

You could tutorial video Soil pressure retaining wall.

retaining wall problem ?????

[Rafal.Gaweda · Accepted solution]

Example here:  http://screencast.com/t/n1x4jDj3k , I have used predefined soils modified, entered only data you gave us.

[athurD]

Thanks you. RG_Adsk

Verry Good. 

[athurD]

Hi. I is prolem. I is attachment Math manual

[athurD]

RG_Adsk 

Please help me?

[Rafal.Gaweda]

http://docs.autodesk.com/RSA/2012/ENU/filesROBOT/GUID-6774D010-E6B5-430D-9379-678ECB43245-479.htm

"Data that specifies the soil work that results from the displacement of a retaining element. The displacement is defined using the rotation element r, which is assumed to be approximately equal to: f/H (wall top displacement / element height). The soil work mode can be determined as:

- Active pressure Ka -> ρa ≤ ρ < 0

- Static pressure Ko -> ρ = 0

- Passive pressure Kp -> 0 < ρ ≤ ρp"

so specify f/H as -0.406 or 0.406 or calculated f/H

[athurD]

Thanks you.

But I Comparison of hand and the results of Robot.

[athurD]

please help me???

[athurD]

Thanks Artur.Kosakowski

But I not do.

You can tutorial video?????

THanks Artur.Kosakowski

[Artur.Kosakowski · Accepted solution]

Here you are.

[athurD · Accepted solution]

Thanks you Artur.Kosakowski

[Anonymous]

HI ALL

I have an error when use special load 

pl see picture

in this link my file

http://www.mediafire.com/?100h19r4zgi10tp

thanks

[Artur.Kosakowski]

See the attached picture.

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.

[Anonymous]

thanks you

but error display again

thanks you very much

[Artur.Kosakowski]

Expand the load selection list and select one of the loads. This should result in display of this load at the top of the soil load dialog. Then follow the steps indicated in my previous answer.

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.

[Anonymous]

thanks artur

can you guide me calculation retailing wall in excersice below use robot

THANKS YOU

[Artur.Kosakowski]

In general Robot is not intended for this kind of calculations. It is due to the fact that you need to define some boundary conditions (supports) to converge the analysis (that cannot be achieved based on finding the equilibrium of applied loads with no supports defined).

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.

[Anonymous]

tks autur 

I am learing robot and revit structure. Can you share for me a project completed in revit structure . that is drawing construction? I use it for learning revit 

thanks you very much

my email: duchoatla@gmail.com

[Artur.Kosakowski]

Please use the dedicated Revit Structure forum for that kind of requests. Thank you.