And the last video we withdrew, a pedometer beams for the flats there.
And as you can see, the slope and the patches have passed after the redesign.
Now, I'm going to check the penchant for the columns that are not supported to the beams.
But first, I will draw a punching check for each column.
And now after I draw the check, I can design for punching shear from design to, as you may see, that
it shows some areas that are beyond scope and I will hide the slats and the strips just have only the
punching cheque's.
I can see we have three Bionicle checks.
Actually, tackle the structural design, doesn't support the punching check if there's an opening or
an overlapping between two.
So in case of the wall, I will delete one of them.
And you can see that it works, however, for the punching chicks beside the opening, I recommend to
do it for now manually until the next version of software designer to support that.
So first, let me check the reinforcement of the slab and the patches from the view to absorb reinforcement
and the properties window again as the panel reinforcement.
And this is the patches reinforcement.
And as you may see that the parameter patches have designed as a mesh reinforcement and not in one direction.
And that's why we can see them in both directions.
And it can change that from the property's window and define the reinforcement and check it instead
of ultimately designing.
Also, you may see that there is a non homogeneity in the enforcement and the patches, for example,
because we apply the window in one direction.
However, as I mentioned before, I will design the numbers as a matter of numbers.
I'll check the top law enforcement in both directions.
Also, I will check the BOTTOMLY enforcement.
And as you can see, there's no bottom reinforcement in both directions, and this means that the uniform
bottom reinforcement of the sleeve is enough.
So let's see the bottom reinforcement of the slab.
It's 10 millimeter bars, each one hundred fifty in the X direction and also in the right direction.
And let's see the top reinforcement I can see in my direction, it's 10 millimeter, 150, however,
in the direction it's 12 millimeter each, 150.
And of course, from the resort view, we can review the efficiency of the enforcement.
So we can show that top required the enforcement and you can see it was perfectly.
And from the results, we can show the top moments in X and Y direction, and it works for me like that.
Now, I'll check this lab on Vimes.
And if you click on any member, you can check the number or actual design Mumba to review the full
calculation and you can review the enforcement top and bottom and X and Y direction and the properties
window, you can review the other directions.
And as you can see, the top law enforcement and direction, there's a homogeneity and in this case
I will generalize that three hundred forty nine to the others as you can follow the arrows.
So first I will click on the left panel, which is three hundred forty nine millimeter square.
And now I can apply it.
You can see it in the properties window and then I will click on the others and it's applied perfectly
and know if I check again the status of the slab.
I can see that the middle slabs have failed, so I will redesign the steps again.
I right click and design member and check the status and it works.
So I will copy the reinforcement to the other in the same technique I press in the first one and then
apply it to the other.
And I will check the status again and at first.
Now I move to the three of you and we can see that all steps have passed except that slab, which is
beyond the scope, and this is because the killer yet doesn't design the seven beams in one direction.
However, the concrete cover for its love is very simple and reinforced the minimum.
So I will accept that and just leave it.