So.
You're welcome.
I hope you enjoyed the workshop.
Thank you very much.
Okay.
Thank you.
Thank you very much.
So.
Straight to Business of the day, the focus of our presentation today.
Is the seismic analysis of structures.
I believe you can also see my screen seismic analysis of structures considering equivalent lateral force
procedure.
My name is Linda.
I'm a senior engineer registered and and the senior principal of engineering and lead faculty of seven
millimeter.
So I'm going to be presenting this workshop to said we would like to indicate that all our participants
are on YouTube so as to allow us to focus on the presentation.
We have about 40 minutes of presentation and about 15 minutes of questions.
So during the question and answer, they'll make use of the chapbooks.
So indicate your questions.
And I will be I'll be responding verbally.
We have some benefits for those of you who are for doing these, which you've already seen.
And the images we sent to you, you will be given license, 75 license for the software for you to practice.
We will also provide you with the work for this particular presentation which is for in the India standard
is 1893 2016 part one and also provide you with the work before ABC 2012 so you can use that to practice.
Then you'll also be awarded a competition.
So it's beautiful participating in this workshop to fundamentally the Bentley Institute training partner
certificate, validity advantage to themselves.
So you'll be getting those benefits.
We'll start rolling those out by Monday, after which the license is for you starting from Monday.
So at the earliest, anybody that signs in with the license, it will start council at the earliest
by Monday.
But subsequently, if you don't during a monday is will start counting from the day that you're saying
okay so generating assessment looks using lateral force procedure.
This is one of the three methods that can be used to carry out analysis, seismic analysis of structures.
We actually have three of them like you can see the outline there on the screen.
We have one.
The first procedure, which is a static analysis method and we have the dynamic response, the vehicle
analysis method and time stream, the last to focus on B dynamic analysis of the structure.
So the question is, what is the difference between the two static containment?
Now for static analysis, we're looking at the deformation on the structure.
So on the loading that is it's impacted by loop and that's default.
Whereas in dynamic analysis, what we are focused on is the formation of the structure under the load
being in a continuous manner, and we're trying to communicate it as simply as I can put it.
That is, you have this structure that as well noted under the analysis, that load is not removed even
though the structure is deforming.
So you are also analyzing for the continuous deformation or the deflection of the structure on that
loading, whereas in the static analysis you're just looking at the immediate impact of that.
The structure of is what I need before you start analyzing for that and you do your analysis, statistical
analysis and everything, you come up with your mission results and all of that.
So basically that's the difference between the three methods actually to six.
So you have dynamic analysis and you're static.
So decide what the focus of workshop to be the lateral force procedure.
Okay.
No, it's also this one.
So what we are doing is the model has been generated.
Properties have been assigned, loading as been assigned and analysis has been done.
We are going to take you through the motion of getting order to or to save time.
We'll also be interfacing with this slide to carry you along.
As to the key points are the key highlights of the analysis procedure.
So I'm going to moving to the software platform now.
It.
Okay.
So here we are.
So this is Stop Connect series.
Well, you know, the addition that we're using.
Okay.
So you can see it on the screen here.
Stop or connect additional depression.
22.0 5.00.131.
There's a rational using for this workshop.
Okay, so yeah, we have the geometry for what we call the model geometry.
As the case will be, it has been generated.
We have this structure, it's a steel, it has two properties.
So what we are looking at today is system analysis and design using equivalent natural force procedure
on a steel frame as it will.
You can also use it on composite structures.
You can also use it on concrete structures, houses, structures.
So we have this new structure.
We have these old truss that has been mounted on the roof and you have the members and columns that
have also been created.
And all this supports a piece of what we do know.
A structural engineer is a principle.
It allows or permits release for rotational movement, but it does not plan for construction.
So that's one of the things we could also use to fix support.
Okay, so we have the geometry in place.
Okay.
All right.
So geometric and now coming to the properties.
Now, these are the properties that we have seen for these members of the trust.
That is the whole trust.
You actually you can you can stuff on this was to design or create your trust geometric the steps in
the E will provide.
So just bear with us for the sake of templates, just walk through the process.
It is in person.
So you have the leech.
You typing that as when they're signing this particular property under the India standard.
And next you can see for the rafters.
You might see that as we are saying.
And the property.
Now these are Detroit's members distraught and Detroit's and see them highlighted on the screen.
And you have the police.
Then here you have the colors.
And.
Yeah, you have the things.
So we can see that multiple parties have been assigned and obviously we will have elastic modulus share
modulus ratio ETSI so that we can effectively do our analysis.
Okay, other consideration.
Okay for the uterus we had to apply to, especially for the police to position them appropriately relative
to how it will be constructed.
Because we do know also when we start rule that.
Okay.
Someone is asking, how do you start the software?
So just quickly.
Show you that.
But as I'm not going to study for the second time just to show you that.
Okay.
All right.
No statement.
Can you see my screen?
This.
If you can't live me know.
Okay.
Can you see my text?
If you can't, let me know.
Please.
My next.
Can you see my backstop?
We'll walk you through, please.
The focus of this is not to deliver the installation.
I will provide you the instructions on how to do the installation where we provide the licenses.
So please, for the sake of time.
Let's just focus on the presentation.
Okay.
I'll get your feedback.
Okay.
We're getting off about just a minute.
Okay.
I want to run through.
It seems to be so freezing.
But I want to run through.
When I'm done, I will show you.
The simple method is just you have the icon.
So it really is a legitimate reason.
So the simple method is you have the icon of the software.
Yes, I can see the screen a little because it is stopwatch screen, the icon of the software.
You click on it up and down the installation so you're not focused on doing the installation and the
activity if you already license is going to check with the server with this other just to be sure that
you are the person that is signing and is going to give you access to the software.
So on your first entry into the software, you see something like this.
So let's say it's entered for the first time, this is what you see.
So you have the model information it was going to prompt you.
You want to create a structure.
What I was told you would create.
Is it analytical?
Is the physical?
Is it you don't use the building planner?
You indicate accordingly.
Then you indicate your unit in this case, which is an electric grid.
As other celebrities that you may meet then click on Create.
But we are not dealing with that for the purpose of this.
Okay.
So, Bucky.
So, like I was saying before.
Well, properly intuition of a subtle reality.
Two has been constructed.
We need to we need to indicate.
We need to indicate by using your intuition of what we know us better able to.
Assign orientation and placement.
We appreciate that more.
So these are the types that have been assigned.
Then I walked through to let you guys go.
Ready to.
My job is to go to specifications.
Know the first specifications that we have when we have the latest, the first discussions that we have
with metros, what are we seeing it?
We are going to do analysis what we want the software to see distrust member as action members that
can only resist tension and compression or doing the analysis.
So you should do an assignment incident.
So that's the essence of creating mutual specification and assigning appropriately.
Then here.
We have movement releases that we are saying to the police because they are not going to.
This is just moment at the start and the end notes respectively.
Then we'll also have.
Same here.
Every different diaphragm at three different levels.
But are we moving to the analysis proper?
You understand what I mean by that?
At three different levels.
That's at 4.5 meters, at 7.5 meters and at 10.5 meters.
So as I highlight, you can see those red dots on the note, the red coloration of the notes showing
that the assignment is specific to those notes at those levels.
So we have defined the motor geometry, we have defined it properties, we have defined the materials,
we have created our specifications.
Then we go to our supports.
No pain supports at all disappointments.
Like I said before, we are using these because we want the situation whereby the supports can allow
rotational movement does the essence.
So we are saying appeal, support structure.
Now.
To the main body of today's workshop.
The mobile.
Now, in alluding to the right of my screen, you have what we call ed area to the left of my screen,
which will also be to your left.
You have the walk through, process walk through.
Then here where you have Mercosur, you have what we call the pit control workflow.
Now, the sequence of process is from left to right.
That is when you want to walk in, stop, or you start from the control process through from geometry.
And that is that most complete the process.
Then you have your menubar, then you have your toolbar panels.
You're working through that.
So now getting to business of the.
Loads and definitions down books.
We have already created this.
What?
I would just show you what is true.
You first of all create.
You must have gravity loads that your structure is supposed to resist or supposed to sustain.
Okay.
So you need to define those gravity loads as reference load cases and you do that under the reference
load definitions highlighting it.
You click add.
We specify what type of movies it is like.
We first make whatever accordingly you add.
So now here we've done that and we have to.
Reference vertices one reference notice one is dead.
As it were.
You can see this number is one, including type it type to reference with this one.
Okay.
So on that we have the self with of the structural.
Because you are pretty much your property definitely is going to have a sense of fruits and he acts
in the negative wider it's under gravity that we've created also indicates so that you can see this
he does under the two toolbar up on them.
You have two weeks of loading days to see the representation of your duty.
So we have assigned this unit probably to look.
Considering the weight of the work and also giving consideration to other openness that you would have.
So go to the first principles to do that.
So we have that value minus things, also acting in the negative y direction.
That is a global wide reaction.
That's what they do.
Okay, then we have to like look.
So you use the flow definition to also create that.
And assign appropriately to the levels you are considering.
Okay.
Now, Hubble created those two.
They are called reference lotuses.
They these are going to be companies that would be used.
So create this smooth muscle of this structure that we are able to design in the first instance to analyze.
So we have created we did the pretended life.
You may have other Lucas's.
You create them accordingly just to exit.
Now you've done that.
You also come here on the case details.
It is instructive for you to do this when you are analyzing a structure for seismic effects.
It is important for you to create your primary notices one and two or more.
Giving priority to your Cessnock load case.
From the screen you can see looks one.
It says make in positive x.
Rachel and Luke is two is in the positive z Rachel.
Now we could also consider in the wider result, we would consider a negative X or negative z prediction.
The important thing to note is that there must be the first primary.
Look, this is very then or this of the must be the first primary.
Look, this is if not, it will not proceed with the assessment analysis.
So please take note of that.
So here we are considering seismic effects in the positive X plus z directions.
So we asked this Notice what an assessment look is to look.
So we also have the debt load in that we considered by incorporating the reference Lucas debt and the
left notices that we borrowed from the reference Lucas.
Now these are primary Lucas.
Lucas is a different from reference.
Lucas is from reference.
Lucas is a used to view the primary.
Lucas is this is for another day.
We just put that right there.
So we have the debt load, you have the level and we also give consideration for wind loading.
It's not the focus of a.
Presentation to people.
You can see we've created definitions.
We have different directions.
Type 1 to 12, as the case may be, decide what delivered and delivered.
So having defined that, we also have that defined here.
In the positive example of cigarettes.
So we can see all the baggage.
So you can see that the speed.
Representation of the window.
Okay.
No.
So I geometry is in place.
Properties increase.
Specifications in increase.
Then we move to.
Little combination.
Yeah.
We are going to use what we used.
Automatic loop combination.
How did we do that?
Lowercase.
Check on that.
She's going to bring this up.
So you have your little combination here.
Then you select the code you're considering.
So here we are considered as four, five six.
Slice is eaten dusted before ISO is eaten.
Great.
2004 is what we used in the constitution for this.
Design you click on generate a you add.
So with that, we were able to generate all this combination routines that we have you.
So we have it in three combinations, Lucas and no.
We also need to be able to identify.
Load envelopes because we want to proceed to design.
Now, the load envelopes are going to be of two types basically in this presentation, because we are
looking at disability and we are looking at automating mistakes.
So creating new combinations accordingly by highlighting not having quality automatic loop combinations
like language, you highlight your note envelopes.
I click on ADD?
First you create more strings.
Then you must know, you must be familiar with the code of practice that you're working with.
For this presentation we use is 802,074 so we get the strange lewd envelope considered is from I think
May two about 58 then for serviceability for 59 to I think that's 83.
But you must be familiar with the code that you're using and identify the elements of that combination.
Look, is that going to go for stability consideration and that doesn't go for the ultimate consideration.
So having identified that, you move for example, like I said you so let's see here in nine for Luke
is nine I press on my shift key as groups of 5058.
Okay you can see just selected from that number 9 to 50 shift.
Okay here is also the for 58 I click the singular and moving to the right and I click on it.
It creates the first load and that is strengths not overlooked.
Then we do the same thing again to create more serviceability on that it type A, you must indicate
accordingly.
So stability.
So we come here.
S 59.
So the end.
Single or moving to the right, you click on add, it brings it so you have to define and loop one for
strength and two for instability.
Effect because you want to consider.
Our design looking at serviceability more satisfying accessibility and ultimately mistakes.
So that is gone now.
So we took one or two step.
But I have to also indicate to you there are two things.
You also should check for your assessment analysis.
One is called your self study and the other is called your story drift soft story as.
Still need.
Think.
Okay?
No.
Bush.
To generally reduce those comments.
You go to Selina's.
Wow.
Look, even they thought the credit flowed there from.
You also indicate what you want to check for?
More sheep.
Those are things you also should check for more sheep.
Now I'm going to go a bit advanced.
So.
We move here now.
This is our utility menu that opens a utility toolbar.
So from the utility to up on going to the command line, please be attentive to those questions.
After the presentation, I can see the questions that I'll get into that after the presentation.
So comments.
I'll.
Okay.
Please, please confirm that you can see the.
The command file that's displayed.
Ed.
Okay.
Please, can you confirm by raising your hands?
Can you see to start a little split on screen?
I want to be sure before I proceed, I just need to start at the top.
And then you start a little window.
Yes.
Indifferent.
Okay.
So good feedback.
Well.
Okay.
Please confirm that.
You can see this third editor window now.
So if you can just get on board for me or just raise your hands.
All right.
Thank you.
Okay.
So this is the back end, as it were, to borrow the language of the ICC guys backend or stop the assault
features that you need to be familiar with to be able to do.
You will unless analyst is totally insightful.
So I was talking about the story drift and the soft story.
Now is not complex.
Study, editorial usage not complex, eats user friendly as you're typing is going to be prompting you.
So you will use suggestions like autocomplete depending on what you want to do.
You can see the arrangement on the left side.
Now from the miscellaneous analysis comments, this is a cut off mode.
That is, once the consideration for the model analysis to stop at a particular point, they have different
load.
Therefore, when you click on that is going to take you to the raw number so you can see the parameters
of the specifications for different.
So no immediately under the assignment for your flow there from you can see your parameter here.
For a soft story.
What is your story?
We want to be sure that it would be different that we have created Resist the Biscuit.
He says Biscuit will be generated right around through the height of the height of the building.
So the question would be if our frame widget for the front that we have created is strong enough is
going to be able to resist if it's not.
The output will also indicate to us.
Tell me why you can't hear me.
Where can I hear me?
Please, can you hear me?
We were sent here.
So I'm trying to do the.
It's just the White House can't hear me.
If you can't hear me, please just indicate.
Raise your hand or read some planning, please.
Words cannot.
Okay.
You hear me now?
Good, good.
Okay.
So I was saying that your story is a check on whether the flawed death from Elegy for death from the
critic will be rigid enough to resist the shift.
Of the structure.
If it's not the output, the analysis output is going to tell us all.
So strategic is one of the channels that DC has detected so strongly and it will tell us where it is
taking this story.
Now you can see this story.
Chickens in accordance to be as good 1893 as good one is tonight three.
Even before I come here, let me just step back a bit, then just kick back a bit at Mr. Abbott, because
you would not be familiar with what, only two or three weeks?
Okay.
I'd love to look.
A skit.
The point.
After creating this primary Lucas assessment from Lucas this year and the other Lucas is.
Even before you do that, you have to create condition you highlight.
Under this definition, you click add.
I want to take you to the oak.
Now, if this has not been created before, you highlight your assessment by definition, you click
at the take you here.
To these books.
But looking.
Please can you see on your screen seismic parameters displayed.
However, I like to add the assessment definition is 1893 2006.
All right.
Well, thank you.
So here in the EU, the parameters also apply.
So here you would select the code of consideration that you're using.
So down here you can see the Indian quota is 1893 2030 2005, but we chose as 189341 2016.
I indicate now include accidental reading.
No one included.
Do you want to consider what we call essence centricity?
If you are not considering this centricity, you will not need to indicate that your design considerations
will determine what parameters you need to use or parameters you want to use.
The design countries judiciously use that.
Now question again, how do you get the parameter or what is the relevance assessment design?
To those of us in this part of the world.
We cannot take it for granted that the world is becoming a global village one too.
We can also take it for granted that we are having.
One is called the Global Warming Effects of Global Warming.
So we should all think, oh, it hasn't happened yet.
If I tell you, you're having tremors, not tremors.
And I don't know without tremors in Abuja and everything.
So we need to start constructing, thinking along that line and prepare our ideas and constitutions
to be able to take care of those things.
So now, data, we are challenged with data in India.
We have parastatals and government bodies that are saddled with the responsibility, if you can, for
the same access those parameters, hoping that they are really structural.
It will be good.
But if not, then you need to consider similarities in terrain environmental conditions.
Then you use probably available codes on the platform to be able to generate your parameter.
So for this design, what we are considering is for zone five.
So I'm not going to change anything.
What I wanted to teach you.
So we click generate here we can see the zone factor, you can define it by city.
So we have defined we have different codes.
We have also certain environmental codes for Algeria.
So it's not only India, it's not only Europe.
So we indicate what we chose for zone.
So we have also in this is on our design constitution.
So you can see if up to 0.36, then we have a response reduction factor.
Which was the steel, which was for steel.
That is still Putin's special moment.
Resisting free.
So response to is fight an important factor which was.
So important, do this ongoing fight, then Rock, Arkansas.
It's an American soil environment.
What I was is just so sweet.
And there are students.
You also may refer to the cool familiarity date you're assigned or the parameters as in case maybe you'll
find it.
And you will also provide after this workshop, then click on generate whoever is going to generate
all the parameters here for you or most of them.
But you need to also indicate is user friendly.
As I'm clicking on them.
You can see Zlatan and it's going to be.
Giving you an insight or a hint as to what to do or what not to do.
If you are not totally familiar, you should be familiar with it before you do that.
So you have this idea, for example, saying that the foundations for on the ground spoke to ADT.
So it seemed you either use ADT or did you get this different level so you didn't need to use the two.
So it's giving a net.
So you have the spectral subtraction factor and the are factor for Izzy to know if I do that is also
addressing you have a response spec resolution coefficient corresponding to site specific criteria,
specific spectra.
So then we see either you use the SS or the SC, you don't need to use it too.
So we have the SS, then you have the associate and you can see, see.
So our NC spectral has to yes, these two is one of them.
So you run through that then we have time just for the do the was the height of the do the site was
the base dimension and the expedition 18, which was the duration in DC.
6.2.
When you click on that, you add it here.
If we able to do that, we have clicked on Modify.
When they're doing that, no.
So that's that.
Just remember highlight.
Click on Add.
And do that.
The reason why you're seeing this dialog box is because we already have the parameters defined.
No, haven't done that.
You highlight the parameters generated and click on adding it here.
What do we want to do?
We want to do a combination of our primary notices with defined on our reference loop case.
So we click it.
We can see our returns with this one and to.
We highlight both of them.
Of them to the right to indicate de facto.
De facto may also be depending on the consideration of your design.
Then, along with y direction, we wanted to do the combination of conceit, of vertical vibration,
of a structure.
So with that you not have.
This combination.
Here are one.
That is your reference book is what are what factor worth the reference look to to how to factor to
defined.
It is very key for you to do that.
So once this is done, this has to be done first.
Then you come here.
Your assessment looks we click on at.
I have a dialog box open to add new note items.
Please scan your seat.
Add new items.
A new low ratings.
This guy, you see?
Okay.
Thank you, George.
So sesame look is under the items.
Now, remember, our primary look is seismic, not in a positive direction.
So that just opens up.
We come to seismic loops.
Okay Dinah thank you to the casting says me look -- on Rachel.
So now the Rachel we have x remember our consideration for this workshop is x and z.
So in the x factor, what we are not going to put signage because we are is direction is when you're
dealing with seismic locations and it is directional.
So you are not going to put a sign by saying minus or positive.
What you do is the magnitude has to be the same.
What you do is you maintain consider in the negative direction, for example, exploration, positive
exhibition or and negative x directional, but your pop to us to be unity.
So here we have our expression indicates.
One nine do you want to consider accidental or sudden moment now and later on?
We did not indicate accidental looting.
So ideally we should not what is possible that if you do not consider at all that stop or we generate
one is to you.
Subtle general warnings to one random person stop over January one instead.
So I would advise that you consider something like 5% to.
0.05.
Therefore your national not for some moment.
Because you have a leaky diaphragm, you should consider this factor one only valid for all models.
Legal firms defined.
We have already defined which you define.
So we must consider it.
So indicate you.
Click add.
Okay.
Then we come to.
Second, we do the same thing.
Sesame Glue indicates.
You have to change direction, mind you.
You indicate the same thing.
The same thing.
So now, given these parameters that we can see here.
So let me just I like this.
You can see the parameters that we enter for this positive Z ritual.
Okay.
So here we use 1.5.
We just try to multiply it, increase it, let's have a critical scenario.
Okay, so.
We had a little go back to.
Start.
So for.
So having defined the seismic parameters under is one it may three, 2016, we can then insert here
on our with the from specification and energy type of source to the according to this design code.
We are going to enter these by the START editor.
Okay.
Well, just remember the position now.
Okay.
All right.
So after analysis comment, we defined a loop here.
If I never look now while I showed you are different and how we define.
Our load, strength and serviceability.
We can see in our nitro 50 it is strength 59 to 83 is serviceability.
And if I look then also in defined the load list consideration.
When we moved about to move to the U.S. immediately after the end defined.
Do you come the distance 59 to 83, that is.
And as I said, if you want to consider what we call to drift and this is compound is 1891893 2016.
Know what we cost and it is slowly.
Drift is a lateral displacement of successive flows of a structure.
That's the horizontal displacement of successive differential between them on assessment, including.
So we want to also check for that, that when the seismic loop is impacted on this structure, only
Bisha is strewn around the structure.
What's the was the story drift effect?
So we defined that there were also defined design parameters.
So within the exit here, I would go back to.
I mean windows.
Okay.
So, yeah.
What about me?
Window.
You can see.
We are now in the design workflow under the pitch control.
I'm going to come to you just in a minute.
So you indicate what is our design code for?
For this design.
It's 2007.
LSD thus limits the design.
So we indicate that then we defined our parameters.
Now, if you sit here under the parameter, you can just see that is the structure that was entered.
Now.
If your parameter will not change, the default values are already defined.
If your parameters are the same, the default values.
When you have it, you don't need to create an assigned great idea.
You don't need to stop or will automatically assigned it.
So the only thing we change is the trap to.
We now accept the default and we are signed it.
Then we have the charcoal.
Charcoal?
To be sure that these parameters haven't been assigned to this structure, then analyze accordingly.
Does this job satisfy the requirements of the code?
On the strings is nine.
Then you have the longest.
For the second time with such stability.
Not least we also defined it this way.
I don't if let's all save up to 180.
Yes, I need according to the joint.
Relevant joints and you also us to check code for you than subsequently are to indicate load list and
we look one and two that is good design serviceability consider together.
You also check again when done then individually combining the not those the structure satisfied so
the code.
So we have that we get the output.
No.
Okay.
So.
How will all that fight and live with us?
We now run an analysis.
Analysis.
I want to run it to you and your view so that you can see I was going to generate the results.
Now start turning to the questions.
We are about to.
Gertrude.
Oh, sorry.
George lost your aunt.
You probably could just reconnect.
Okay.
So we can see you guys completed the analysis and gave us zero errors and two warnings.
Now let's see what I do.
So.
Please don't mind these.
Trying to also check up on direct connections like these.
Okay.
So can you see my output window, please?
If you can, let me know.
Yes.
No.
What I do want is so we scroll down, we can see the warnings.
It all milliseconds.
Okay.
And.
As we showed on our seats.
Confirm that you can see it in office.
All right.
Thank you.
So you can see here now the two.
One is we have line three, three nine.
I double click on the text media section.
What does this say?
One cell study detected at one level, study one at 1.5 metres.
This floor is soft along with the x rachel on one one, so still rejected.
One point of us is thought along the z direction.
So what you're seeing is this particular flow in both directions is not rigid enough to resist.
You share this shear effect due to the sesame glue.
So question is what is the solution?
I believe that the issue that you would appreciate the process.
What is the solution for you to resolve this problem or challenge you to stop?
You have two ways to resolve that.
One, increase your properties, sections, sizes, your section sizes, or you introduce shared walls
into those areas where it has indicated that they are so serious that we increase the beauty of the
floor, different weather and interior, and we've got to be able to close out of those ones and everything.
So.
So you can see how that works.
Okay.
Now, another thing.
How do we know that are stuck to us?
No, I think you go here.
Find.
The typing feel.
And you asked me to search for you.
You can still find resort island resort no zero matches.
The reason why we are doing that, you can easily use the search query to look through the whole aisle
to find.
I find members that think so.
Not to not help.
Not to.
So here we can also see this show results.
So the maximum ambition that we have is 671.92 Newtons and wondering at 19.4 inches.
Then the auditing story drifts that we check for, you can see here.
Okay.
Let me close.
Just finding for the story reads all the members passed.
Does it pass?
Plus, plus, plus, plus, plus sign the members passed.
So that tells us that our design was successful.
Okay.
So I'm going to go back to Newton.
Let's see.
Yeah.
This is what I wanted to see.
You know, diagram, DeLorean, diagram.
You can see how this is showing you.
The effects of the were not on the old structure.
Now, you can see when I first of all exposed to it, you can see the arrow on the structure from the
positive exhibition.
Then you can see the effects of the produced on the structure.
And for Z you can see here and it doesn't know if it's also being tuned around the building.
So essentially this is a workflow for you to do seismic analysis on design using equivalent lateral
force procedural structure.
Okay.
Well, I'll just quickly take the questions then will provide you with the Natsios about IMU.
We also, despite the lessons to you, I guess also be dispatched to you by image, the essence of you
doing this workshop to enlighten you, to add to your knowledge base, and also to create the awareness
of what our training possibilities and capacity building initiatives which are angry.
Okay.
So let me just walk through the questions.
Okay.
If this is your question, you can see typing.
I want to walk to that from the movie.
One else is from the video.
There is a composite to create this lost love as in this is yes obviously highlights the procedures
now for rid of a diaphragm, you don't necessarily have to do that.
For example, this is a frame structure.
The model is different.
We don't have the floor created as a mesh.
We've only indicated that at one level three levels that you have a rigid flow down from our we use
the inputs to define that.
So we don't actually have to do that.
So it's not composed.
Okay.
We talked about the importance of detail.
Now, the reason why you need to do that is make your for orientation and presentation of your results.
3D, for example, 3D, if you want to show it in 3D, produce these line diagrams for its analysis,
meaning that defines joint center to center, going some center to center, you understand.
So but for you to be able to indicate that is displacement.
This is going to sit over this boat for the transfer of your forces.
The center to center node, joint or joint definition or incidence is C low key.
So it's very important for you to understand if we are in how to deploy that.
Okay.
No, no, no.
George is asking what that concrete match is.
And I trust, you know, I only showed you the properties, I mean, the materials available.
We are saying to you, we are thanks to you.
So please don't confuse us as to what already properties.
You have the sum total of all the matches possible your stuff.
Aluminium, timber and all that.
Okay.
Yes.
And you stop between these two designs.
Only know you can also do concrete.
But we also have plugins.
Ancillary software on that that they can do some advanced analysis for you for connections.
You have ground connections for slides.
We have real concepts.
We also have advanced lab design CDC.
So it depends.
Yeah, I can see you've got into this.
So it depends on what you want to achieve with the design.
Okay.
So I think those are the questions I can see for now.
So thank you for coming.
Thank you for for sharing your time with us.
We do not take it for granted.
So we want you to know that we deploy these trainings.