Robot Structural Analysis

## Robot Structural Analysis

Distinguished Contributor
Posts: 175
Registered: ‎01-06-2013
Message 1 of 9 (513 Views)

# Elastic ground bar definition

513 Views, 8 Replies
01-24-2013 06:50 AM

Hi

Why is the unit of Kz set to kpa? Isn't it kpa/m

If I got a bearing capacity of 10ton/m2, how much will be Kz?

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Posts: 3,619
Registered: ‎12-17-2010
Message 2 of 9 (500 Views)

# Re: Elastic ground bar definition

01-24-2013 07:25 AM in reply to: HoshangMustafa

Force needed to move a unit length of a bar by the unit of displacement.

KZ is not the same as bearing capacity.

You can use the KZ calculator to estimate this value based on the properties of soil.

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
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Posts: 175
Registered: ‎01-06-2013
Message 3 of 9 (491 Views)

# Tie beam on ground

01-24-2013 08:56 AM in reply to: HoshangMustafa

Hi

How can i model Tie beam on ground?

Should I use elastic ground bar or Bar with linear support?

Product Support
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Registered: ‎12-17-2010
Message 4 of 9 (469 Views)

# Re: Tie beam on ground

01-25-2013 12:05 AM in reply to: HoshangMustafa

A linear support is not applicable for bars. You should use a bar on elastic ground instead.

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
Distinguished Contributor
Posts: 175
Registered: ‎01-06-2013
Message 5 of 9 (449 Views)

# Re: Tie beam on ground

01-25-2013 08:43 PM in reply to: Artur.Kosakowski

Thanx

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Posts: 175
Registered: ‎01-06-2013
Message 6 of 9 (445 Views)

# Re: Tie beam on ground

01-25-2013 10:58 PM in reply to: HoshangMustafa

Hi

how can I combine two continuous footing into one continuous footing if the spacing between them is very small or overlapped each other?

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Registered: ‎12-17-2010
Message 7 of 9 (376 Views)

# Re: Tie beam on ground

01-27-2013 11:14 PM in reply to: HoshangMustafa

how can I combine two continuous footing into one continuous footing if the spacing between them is very small or overlapped each other?

Could you make a sketch that illustrates this situation?

Artur Kosakowski
Distinguished Contributor
Posts: 175
Registered: ‎01-06-2013
Message 8 of 9 (316 Views)

# Re: Tie beam on ground

01-30-2013 11:07 AM in reply to: Artur.Kosakowski

Hi

The attached file shows a sketch of a situation of combined continuous footing

I hope you can help solving

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Posts: 3,619
Registered: ‎12-17-2010
Message 9 of 9 (299 Views)

# Re: Tie beam on ground

01-30-2013 11:49 PM in reply to: HoshangMustafa

You may consider modeling them as a panel on elastic soil instead.

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

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