• Revit
  • Robot Structural Analysis Professional

Isolated foundation analysis properties

Describe the isolated foundation analytical model and interpret results that are transferred to Robot Structural Analysis Professional.


00:04

The isolated foundation.

00:05

Analytical model contains a single analytical point which access

00:09

a support when transferred to robot structure analysis professional.

00:13

The fixity of the support can then be defined

00:18

the isolated foundation supports can be

00:20

automatically checked against a user defined tolerance

00:23

that checks the structural members position

00:25

relative to the isolated foundations support.

00:29

When linking REV to robot, an isolated foundation becomes a robot support.

00:35

The support is named REV

00:37

BC fixed and by default is fixed in all six degrees of freedom.

00:42

It's also worth noting that a RT

00:44

boundary condition will transfer to robots and become a robot support.

00:48

This will also be mapped at A R

00:50

BC support type.

00:52

You'll notice in the model that we have four simple beams supported

00:55

by four steel columns that are each supported by isolated structural foundations.

01:01

However,

01:02

you'll note that the bottom two foundations

01:04

are offset causing eccentricity within the structure.

01:08

Let's now investigate this in the analytical model

01:11

in the project browser. Go ahead and double click on the analytical model view

01:17

in the analytical model.

01:18

You'll notice that the analytical isolated foundation

01:21

is represented by this gray point.

01:24

You'll notice that we have support under the two columns here.

01:27

But as we said earlier,

01:28

you can see that the supports are offset from the columns causing eccentricity.

01:33

We'll now get rev it to check the supports

01:35

to do this. Go ahead and select the analyzed ribbon

01:39

and on the analyzed ribbon, go ahead and select check member supports.

01:44

Notice that

01:45

it gives a warning and you can see here that in the warning dialogue box,

01:49

it's informing us that the structured element may not be supported.

01:52

Notice that the structured element here is highlighted,

01:55

I can view the next warning by selecting the next warning button

01:59

and you can see it's now highlighted this member here.

02:03

However, in reality, these two columns are supported.

02:06

But as we've said earlier, the foundations are eccentric.

02:10

In this example, we'll change the tolerance that rev it's using

02:14

to do this. Let's go ahead and select the analytical model settings.

02:18

This is found in the analytical model tools panel

02:21

and here we can select analytical model settings

02:26

in the structural settings dialog box.

02:28

You'll note here that we have an area for tolerances.

02:31

Notice here that the support distance is currently set to 1 ft

02:35

here. I'm going to change this and we'll now select 2 ft

02:39

and click. OK?

02:41

We will then get another warning informing us that

02:43

these changes could take some time to complete.

02:46

We'll just go ahead and select close there

02:48

and once again, we'll go up and select check member supports

02:54

in the warnings, dialog box.

02:55

You'll now notice that the member support check is complete.

02:58

No unsupported elements have been detected.

03:02

OK.

03:03

So now that the checks are completing rev it,

03:05

we can now start to have a look at the interaction between rev

03:08

and robot structural analysis professional

03:11

on the analyze ribbon. Go ahead and select robot structure analysis

03:17

in the pull down menu, select robot structure analysis link

03:21

in the integration with robot structural analysis dialogue box.

03:25

The direction of integration is going to be to send the model to robots

03:29

and we'll use a direct integration method.

03:32

Go ahead and select OK.

03:34

Rev it will now send the model to robot structure analysis.

03:44

The information dialogue box allows us to see information that may be present.

03:47

In this case, we'll just click no.

03:49

And you can now see we're in robot structural analysis professional.

03:53

Let's first begin by reviewing the support.

03:56

So if we select a support in robots, you'll now notice that it's using the R

04:01

BC fixed type.

04:03

And again, here we can review this by selecting support

04:06

and in the supports dialog box. If we double click on REV

04:10

BC fixed,

04:11

we can now confirm that all six degrees of freedom are fixed.

04:16

OK. Let's go ahead and click close and close again to the supports dialogue.

04:21

Before we can analyze this structure,

04:23

we need to create a rigid link between the support here and a common base

04:28

to do this. We'll go ahead and set up the geometry menu.

04:32

And then we'll go to additional attributes

04:35

and select rigid links.

04:38

We'll need to create a fixed rigid link to do this.

04:40

We'll select the new rigid link tool

04:43

and here we can type in fixed the label.

04:46

And here I'm going to block all six directions and click add.

04:51

We can then click close to the rigid link dialog box.

04:54

And now we can set our master node and our slave node.

04:58

the master node must be the support and the slave node will be the column base.

05:03

So go ahead and select master node

05:06

and we'll pick the node here

05:08

and then we'll select slave node and pick the column base.

05:12

And in this case,

05:13

you can see that we have node three for master add node seven for the slave node,

05:18

click apply

05:19

and then click close.

05:22

We'll now repeat the same process for the other support on the column base.

05:26

So to do this, we'll go back to the geometry menu

05:29

will go to additional attributes and select rigid links.

05:33

And once again here we'll select master node,

05:36

we'll select the supports

05:38

and then pick slave node and pick the column base.

05:42

And of course click apply

05:43

and close.

05:46

We're now ready to run the calculations

05:49

on the standard toolbar. Go ahead and select calculations.

05:54

You can now set the calculations of run without any errors or warnings

05:59

and will now go to the layout menu

06:01

and choose results.

06:03

And here we'll choose results diagrams.

06:08

Now here, we're simply just interested in the reactions at the supports.

06:12

To view these, we'll select the reactions tab

06:15

and we'll select the reaction in the FZ direction.

06:19

And also the moment in the X direction

06:23

would also view the descriptions and then click apply.

06:26

You can now see that we have the same force

06:28

showing in the Z direction for all four supports.

06:32

But of course, we have a much bigger moment on these areas here with the rigid link.

06:36

So to summarize this, we can take a simple rait

06:39

model, transfer it across to robot,

06:41

add some rigid links to transfer moments

06:44

across and then get accurate analysis results.

Video transcript

00:04

The isolated foundation.

00:05

Analytical model contains a single analytical point which access

00:09

a support when transferred to robot structure analysis professional.

00:13

The fixity of the support can then be defined

00:18

the isolated foundation supports can be

00:20

automatically checked against a user defined tolerance

00:23

that checks the structural members position

00:25

relative to the isolated foundations support.

00:29

When linking REV to robot, an isolated foundation becomes a robot support.

00:35

The support is named REV

00:37

BC fixed and by default is fixed in all six degrees of freedom.

00:42

It's also worth noting that a RT

00:44

boundary condition will transfer to robots and become a robot support.

00:48

This will also be mapped at A R

00:50

BC support type.

00:52

You'll notice in the model that we have four simple beams supported

00:55

by four steel columns that are each supported by isolated structural foundations.

01:01

However,

01:02

you'll note that the bottom two foundations

01:04

are offset causing eccentricity within the structure.

01:08

Let's now investigate this in the analytical model

01:11

in the project browser. Go ahead and double click on the analytical model view

01:17

in the analytical model.

01:18

You'll notice that the analytical isolated foundation

01:21

is represented by this gray point.

01:24

You'll notice that we have support under the two columns here.

01:27

But as we said earlier,

01:28

you can see that the supports are offset from the columns causing eccentricity.

01:33

We'll now get rev it to check the supports

01:35

to do this. Go ahead and select the analyzed ribbon

01:39

and on the analyzed ribbon, go ahead and select check member supports.

01:44

Notice that

01:45

it gives a warning and you can see here that in the warning dialogue box,

01:49

it's informing us that the structured element may not be supported.

01:52

Notice that the structured element here is highlighted,

01:55

I can view the next warning by selecting the next warning button

01:59

and you can see it's now highlighted this member here.

02:03

However, in reality, these two columns are supported.

02:06

But as we've said earlier, the foundations are eccentric.

02:10

In this example, we'll change the tolerance that rev it's using

02:14

to do this. Let's go ahead and select the analytical model settings.

02:18

This is found in the analytical model tools panel

02:21

and here we can select analytical model settings

02:26

in the structural settings dialog box.

02:28

You'll note here that we have an area for tolerances.

02:31

Notice here that the support distance is currently set to 1 ft

02:35

here. I'm going to change this and we'll now select 2 ft

02:39

and click. OK?

02:41

We will then get another warning informing us that

02:43

these changes could take some time to complete.

02:46

We'll just go ahead and select close there

02:48

and once again, we'll go up and select check member supports

02:54

in the warnings, dialog box.

02:55

You'll now notice that the member support check is complete.

02:58

No unsupported elements have been detected.

03:02

OK.

03:03

So now that the checks are completing rev it,

03:05

we can now start to have a look at the interaction between rev

03:08

and robot structural analysis professional

03:11

on the analyze ribbon. Go ahead and select robot structure analysis

03:17

in the pull down menu, select robot structure analysis link

03:21

in the integration with robot structural analysis dialogue box.

03:25

The direction of integration is going to be to send the model to robots

03:29

and we'll use a direct integration method.

03:32

Go ahead and select OK.

03:34

Rev it will now send the model to robot structure analysis.

03:44

The information dialogue box allows us to see information that may be present.

03:47

In this case, we'll just click no.

03:49

And you can now see we're in robot structural analysis professional.

03:53

Let's first begin by reviewing the support.

03:56

So if we select a support in robots, you'll now notice that it's using the R

04:01

BC fixed type.

04:03

And again, here we can review this by selecting support

04:06

and in the supports dialog box. If we double click on REV

04:10

BC fixed,

04:11

we can now confirm that all six degrees of freedom are fixed.

04:16

OK. Let's go ahead and click close and close again to the supports dialogue.

04:21

Before we can analyze this structure,

04:23

we need to create a rigid link between the support here and a common base

04:28

to do this. We'll go ahead and set up the geometry menu.

04:32

And then we'll go to additional attributes

04:35

and select rigid links.

04:38

We'll need to create a fixed rigid link to do this.

04:40

We'll select the new rigid link tool

04:43

and here we can type in fixed the label.

04:46

And here I'm going to block all six directions and click add.

04:51

We can then click close to the rigid link dialog box.

04:54

And now we can set our master node and our slave node.

04:58

the master node must be the support and the slave node will be the column base.

05:03

So go ahead and select master node

05:06

and we'll pick the node here

05:08

and then we'll select slave node and pick the column base.

05:12

And in this case,

05:13

you can see that we have node three for master add node seven for the slave node,

05:18

click apply

05:19

and then click close.

05:22

We'll now repeat the same process for the other support on the column base.

05:26

So to do this, we'll go back to the geometry menu

05:29

will go to additional attributes and select rigid links.

05:33

And once again here we'll select master node,

05:36

we'll select the supports

05:38

and then pick slave node and pick the column base.

05:42

And of course click apply

05:43

and close.

05:46

We're now ready to run the calculations

05:49

on the standard toolbar. Go ahead and select calculations.

05:54

You can now set the calculations of run without any errors or warnings

05:59

and will now go to the layout menu

06:01

and choose results.

06:03

And here we'll choose results diagrams.

06:08

Now here, we're simply just interested in the reactions at the supports.

06:12

To view these, we'll select the reactions tab

06:15

and we'll select the reaction in the FZ direction.

06:19

And also the moment in the X direction

06:23

would also view the descriptions and then click apply.

06:26

You can now see that we have the same force

06:28

showing in the Z direction for all four supports.

06:32

But of course, we have a much bigger moment on these areas here with the rigid link.

06:36

So to summarize this, we can take a simple rait

06:39

model, transfer it across to robot,

06:41

add some rigid links to transfer moments

06:44

across and then get accurate analysis results.

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