Masonry Calculation with ideCAD

cassabotanic

New Member
I designed a small masonry structure with 6.0031. You draw the architecture of your building by clicking the panel from the menu. You place the doors and windows by clicking on the doors and windows. You enter your tile by clicking the tile. You define the material of the panel element by entering the brick wall properties. You can define your foundations as a thin plate as a raft or as a continuous basis. Good luck with
 
I am using idecad 6.0012 version. As you said, I tried it, but how do you define the panel properties as a brick wall? Also, when did the version you use come out?
 
I must say that the work you have done does not comply with the regulation. It is necessary to turn the beam on the wall and the vertical beam is up to the designer. As you said, it is wrong to define the panel as a wall. Unfortunately, idecadde does not have such an option how you can define a curtain as a wall.
 
In ideCAD, you define the load-bearing brick wall as a panel, but you enter the material properties according to the brick wall. If you want with this logic of ideCAD. You can assign "glass" material properties to the curtain and make the curtain behave like "glass". All you have to do is define the appropriate modulus of elasticity. It is also possible to model beams and vertical beams as bars with ideCAD. If it is wrong to model the walls as shells in the analysis of the masonry building, how do you think it should be modeled? Regulation controls of masonry structures are a separate issue, ideCAD does not perform these controls.
 
Yes, we will define the beams on the curtain. We will also enter vertical beams as columns. I created a simple model like this and transferred it to the sap2000 program.
 
You cannot give it at the moment, but we can add it in future versions, the technology of the program is available to do this. However, you will appreciate that we add new features to the program according to a priority order, it is not possible to do all of them at once. We take into account all requests, both written here and sent to us by other means.
 
Brick Wall Unit Weight (g) ( kg/m3) : 1064 Brick Wall Modulus of Elasticity (Absorption) (Mpa) : 1393 Brick Wall Prism Compressive Strength (fme) (MPa) : 1.86
 
"cassabotanic":2s1vxx4u" said:
Brick Wall unit weight (g) ( kg/m3) : 1064 Brick Wall Modulus of Elasticity (Absorption) (Mpa) : 1393 Brick Wall Prism Compressive Strength (fme) (MPa) : 1.86
OK, we enter the wall as a panel. Do we delete the reinforcements. Also, the definition of a panel means defining a more homogeneous material. Whereas the walls are in the form of brick+mortar+plaster.
 
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