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 says make analysis of structures considering equivalent lateral
flows procedure.
My name is Mindy.
I'm a civil engineer and registered, and I'm the super explosive engineering faculty on several units,
so I'm going to be presenting this workshop.
I would like to indicate that all our participants are on muted 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 chat books.
So indicate your questions.
And I will be I'll be responding verbally.
We have some benefits for those of you who are participating in these, which you've already seen in
the e-mails were sent.
You will be given license, 75 license for the software for you to practice.
We will also provide you with the board for this particular presentation, which is focused on India's
nine that is 1893 1016 part one and also provide you with the work before IBC 2012 so you can use that
to practice.
Then you'll also be awarded accomplishments.
Let's begin for participating in this workshop.
Two Fundamentally, does a mentally institute career partner certificate validity in students?
So you'll be getting those benefits.
We'll start rolling those out by Monday will activate the licenses for you starting from Monday.
So at the end this anybody that signs in with the license, it will start council at the earliest by
Monday.
What subsequently you're doing during the money is going to start counting from the day that you're
saying okay so generating assessment looks using in 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 fourth possible that's on to the static analysis letter.
And two, we have the dynamic response, the analysis method and timely stream.
The last to focus on the dynamic analysis of the structure.
So the question is what is the difference between the two static containment?
Now for static analysis, we are looking at the information of the structure on the loading that is
it's impacted by loop and that's the full.
Whereas in dynamic analysis, what we are focused on is the formation of the structure under the loading
in a continuous manner, and we're trying to communicate it as simply as I can put it.
That is, you have the structure that as well noted under the analysis, that load is not removed even
though the structure is different.
So you are also analyzing for the continuous deformation or deflection of the structure on that loading,
whereas in a static analysis you're just looking at the immediate impact of that, the structure, any
difference you start analyzing for that and you do your analysis, theoretical analysis and everything,
you come up with your this results and all of that.
So basically that's the difference between the three letters, actually the two sets.
So you have dynamic analysis, static analysis of desire three for 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 or the key highlights
of the analysis procedure.
So I'm going to move to the software platform now.
It.
Okay.
So here we are.
So this is Stop Connect series.
For you to know the additions that we're using.
Okay.
So you can see it on the screen here.
Stop or connect additional depression.
22.0 5.00.131.
Rational we are using for this workshop.
Okay.
So yeah, we have the geometry 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 assessment, design, analysis and design using equivalent lateral
force procedure on a steel frame, as it were.
You can also use it on composite structures.
You can also use it on concrete structures.
I'll see structures.
So we have the steel structure.
We have this old truss that has been mounted on the roof and you have the members and economies that
are also being created and all the supports are being supports.
We do know a structural engineer is that supports, allows or permits release for rotational movement,
but it does not permit for number movements.
So that's one of the things we could also use to support.
Okay, so we have the geometry in place.
Okay.
All right.
So geometry in place now coming to the properties.
Now, these are the properties that we have seen for these members of the force.
That is the whole trust.
You actually you can you can stuff off.
This was supposed to design or create your own straws geometry the steps in the book that will provide.
So just bear with us for the sake of simple.
Just walk through the process.
It is in person.
So you have the which you typing that has been assigned to this particular property under the India
standard.
And next you can see for the rafters let's that has been assigned on the property.
Now these are interest members distraught and it's nice to see them highlighted in the school.
And you have the police.
Then here you have the close.
And yet you have the themes.
So we can see that mature properties have been assigned and obviously we will have elastic modulus share
model loss ratio ETSI so that we can effectively do our analysis.
Okay.
For the consideration.
Okay for the uterus.
We had to apply, especially for the police, to position them appropriately relative to how it would
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 viewer, I'm not going to study for the sake of time.
Just to show you that.
Okay.
All right.
No statement.
Can you see my screenplays?
If you can't live in.