And this video, we will analyze the model.
But first, we have to validate this model to check if there's any warnings or errors.
So, no, it's OK.
And we go to analyze them.
We can't choose analyze all to have different analysis methods, or we can choose the one that we desire.
I'm using the first or the non-linear choosing all the combinations and the lords to be included in
the analysis.
And after that analysis has done, we can see a new results step and if we right click on The View window,
we can see the structure view and there is a view and other views that we will see in the next videos.
So if we want to modify the model, we go to the structure view.
And the results tab, you can see different categories or groups, so first one as the result, which
which includes the analysis method that we are using, the scales of things which control the scale
of the results directly, the reactions for one day to the or the core and the one the is representing
frame elements to the represents that she was the one.
The result shows the forces and the movements for the frame elements.
And we have also the two the results for that.
She was forces and she pauses and then moments and we have the two, the integrated results for the
cause and the pairs.
The text, it shows the values of deflection or forces or reactions.
So first, we choose the analysis method, and I will show that afflictions, for example.
You can see there's no results, and that's because we haven't selected any load cases or combinations,
so from down below to icons, one for load cases and one for combinations, I will use a combination.
And apply the deflections.
And now it's shown I will apply that affliction values from text written and you can see all the numbers,
but bear in mind that it's not the maximum numbers because it corresponds to the lower case or the combination
that you selected.
This is the one the reactions you can see all the columns and the to the reactions.
And the there's no results because we haven't defined the core yet for the one day results, you can
see the exact forces for the columns and you can apply the values, browse all the combinations.
You can see the major moment for the beams and reps and you can browse also the Shia forces.
For the to the results, you can see the moments that moments.
Also, you can see the reflections for the two, the integrated results, you can see the wall lines.
If you can't see it perfectly, you can hide other elements and show only the walls from seeing content.
I'm hiding the members, for example, and I will check the sheer measure, for example, you can see
and you can check also the Air Force's.
So now if we go to model tab and hide all the members, Antanas, and go to cause and select the code
to define the call.
And now we have defined the core and reanalyze it and we can now provide its results and you can see
in the center of the core there's a virtual line that has been created from Tecla.
So now we have the reaction for the core as one component.
And also we can see the core line and we can browse the axial forces, for example, or the year.
All that.
When the moment.
Now, after analyzing and browsing the results, we can go to design tap first, go to settings, you
can see.
You can see many settings that is related to walls or slabs or columns or beams, you have to check
all of them.
I will keep it as default according to British standards.
But before you start designing, it's very important to understand the cooping and Tekla structural
design.
You can see that Tekla has created some groups, right?
Click on any group and choose, select and visible view to show the elements and graphically and to
see the groups that is accurate or not, according to your design.
I'm designing, as I mentioned before, as a mentor members.
So in the Cullum's, you can see it's not accurate, so I have to modify them.
You can drag the cursor on any element to see the name of it and in the groups of men, the two groups,
and transfer the element from one to the other, I will do all the columns to have the accurate groups.
Now, after I modify the groups, I will go to design tab and design concrete static, this command
will design all concrete members for static lords.
However, you can choose to design them for gravity only four hours in case you have seismic loads.
And now, after the design has done, you can see we are under review view and all the green elements
have passed and all the elements have not.
And you can see only the Arabs haven't.
You can right click on any member and choose check member and a critical case or the failure case will
be highlighted.
So in your case, follow the X mark and check all the calculations.
Now, in this model, we have we have model the as separate trips I so I will try to merge that, calling
your reps to have the right behavior, which has a negative moment on top of the supports and the development
length for the reinforcement.
So from other top to join and click the midpoint between the two elements, not as how Tekla suggested
points where it's possible to merge elements.
And now you can see that this rope is now one rope.
I know after I modified all the ropes, I will redesign them all the.
And you can see all groups have passed, I will go to the three of you and I will check a status for
all members from the review of you.
And you can see all members have passed.
You can right click on any member and go to interactive design, this command will redesign the elements
and show the reinforcement and the design results and details, and you have the ability to quickly
modify them and immediately check them.
You can modify the reinforcement, the the bar size and the numbers.
And you can check the interaction diagrams.
You can see on the left hand the column that we choose has four stacks and each one has a unique design,
you can take all of them and you can change any of them.
And there's the check button to immediately check the new design.
For example, I reduce the number of law enforcement and it gives me a failure, I will cancel any modifications.
You can browse the interactive design for Sheinwald, for example, you can see that it's divided into
five sections, according to US stories.
I would increase the diameter of the bar and decrease the number.
Check that ratio and gives an indication for the chosen design.
You can see that it's approximately zero point seven, so I can reduce also the number of the bars.
I will reduce the number again.
Now, you can see we have a D.C. ratio about zero point nine five, which is accepted and economical.
However, I don't recommend to use more than zero point nine for safety reasons, but I would accept
it for now.
You can browse the longitudinal and the lateral reinforcement and the interaction diagrams.
I will modify the other stacks, the other sections of that she will.
And I will check and you can see the whole report for the number and the exclamation mark refers to
that critical case, you can follow it and check all the results.
Also, we can right click on any member and choose a report for a member.
I chose a vean, and this will give us the full report for the speed, you can adjust the view to have
a continuous view
and now you can browse the report with all the tables.
You can save the report in different formats, and this message says that we have to re analyze and
redesign the numbers because we modify a number and we haven't changed the whole structure yet.
And the review of you, you can check the D.C. ratio instead of the status.
Each color refers to a range of numbers that Sean and Allision.
Also, we can check the depth ratio, which refers to the span of effective depth and bear in mind that
the older design depends on the preferences that you selected in that settings according to the code.