














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