Opinions questions about using ideCAD Static 7

When we make the arms of the stairs curtained in a normal floor plan, is it necessary to put columns at both ends of the curtain? even if it doesn't?
 
Good work, I've attached a very simple structure that I modeled. My question is, when you look at the soil stresses in the model, you see that the soil safety stress exceeds the two corners. But when you get a report, you can't see it. Can you help me ? Thanks
 
"yagmurcankocak":3vvbct5d" said:
Good work, I added a very simple structure that I modeled. My question is, when you look at the ground stresses in the model, you see that the ground stresses exceed the ground safety stress at two corners. But when you get the report, you cannot see it. Can you help? ] Hello If you are talking about 1.4G + 1.6Q which was active when I opened your project, in this combination, ground tension control is not performed on the foundations. You can see the list of checked combinations in the raft foundation report.
Click to expand...
 
"yagmurcankocak":13xah8ns" said:
Good work, I added a very simple structure that I modeled. My question is, when you look at the ground stresses in the model, you see that the ground stresses exceed the ground safety stress at two corners. But you can't see it when you get the report. Can you help? Thanks[/quote ] Hi, you are looking at the ground stresses in 3D according to the increased vertical loads (1.4G+1.6Q)... However, the soil safety stress check is made for the combinations of the vertical load and earthquake loads that are not increased. Therefore, the report does not give an error...
Click to expand...
 
"illaga":11p14mi2" said:
When we make the arms of the stairs curtained in a normal floor plan, is it necessary to put columns at both ends of the curtain? But if the curtain is canceled in the upper floors and continues only as columns, you must define the column from the bottom floor.
Click to expand...
 
In the attached picture, a reverse beam is designed due to the protrusion in the attic... is it correct to enter the inserted beam as a single beam or as a separate beam?? I will be glad if you help me...
 
"engineer_8707":k6la10oo" said:
In the attached picture, the opposite beam is designed due to the protrusion in the attic... is it correct to enter the inserted beam as a single beam or as a separate beam?? I would appreciate it if you could help me, it would be easy...
Click to expand...
The attachment is not uploaded, can you send it again?
 
I noticed a typo in the help part of the program... The marginal margin along the critical curtain height is 0.001, and the edge segment outside the critical curtain height is 0.002. It should be the opposite... I'm sharing Good work...
 
"proisa":126kb1en" said:
I noticed a typo in the help section of the program... The marginal margin along the critical curtain height is 0.001 and the tip segment outside the critical curtain height is 0.002. It should be the opposite... Sharing Good work...
Click to expand...
Hello, Thanks for your report... Below is the link of the help file with the corrected text Copy the contents of the "RAR" file to the folder where the program is located, instead of the old file.
You do not have permission to view link Log in or register now.
Good work
 
I am a static user of idecad. There are inclined columns on the roof of the project at hand. The columns in the corner must be inclined in both directions, but I cannot define them in idecad. They are defined only in the x or y direction. How can a column inclined in both x and y directions be defined at the same time.
 
"senem Kıraç":17kt6bg4" said:
I am a static user of idecad. There are inclined columns on the roof of the project at hand. The columns in the corner must be inclined in both directions, but I cannot define them in idecad. How to define an italic colon. What do you suggest as a solution.
Click to expand...
Hello, If I understood your question correctly, the column can be defined as a polygon column as you mentioned. To do this: -Create a closed area of appropriate dimensions with the line command. Convert it. -Rotate command and place it by rotating it at the appropriate angle. The attached example on the subject can be examined. Good work
 
What I understand is this; You want to move one of the column nodes to a different location from the xx, and yy planes. For now, the program can only slide the column ends in 2 planes. In order to do what you want, the joint point must be moved outside of one of the planes, which is not possible in the current version, however, I think this possibility will come in 8 versions with the contribution of steel modeling.
 
"senem Kıraç":3hfcjmb0" said:
I am a static user of idecad. There are inclined columns on the roof of the project at hand. The columns in the corner must be inclined in both directions, but I cannot define them in idecad. They are defined only in the x or y direction. how to define the slash colon. What do you suggest as a solution.
Click to expand...
"insmuh_gk":3hfcjmb0" said:
this is what I understand; You want to move one of the column nodes to a different location from the xx, and yy planes. For now, the program can only slide the column ends in 2 planes. In order to do what you want, the joint point must be moved outside of one of the planes, which is not possible in the current version, however, I think this possibility will come with the contribution of steel modeling in the 8 version. G.KÖSE
Click to expand...
Hello, upper and lower joint points in the xy plane Scrolling is done by moving. This operation is valid for both the column top and bottom nodes... Occurs simultaneously Shifting in the zy or zx planes is done by giving the slant value and upper - lower elevation values in the column settings and with the rotation command. This operation allows the column node points to be shifted separately. Levent Bey's response allows the column top node to be shifted in the zx and zy planes at the same time. Therefore, there is no conclusion that the joint point cannot be shifted in the xx, yy and zz axes... Some examples: Finally, if a sample drawing is added, the subject will be understood more clearly and the answer will be given accordingly.
 
Mr. Hakan, When I tried to move the node point out of the planes; the column was completely offset, should it be tilted after transport? or how is a single node moved out of planes? (curvature in space) G.KÖSE
 
"insmuh_gk":14xz9fh6" said:
Mrb Hakan, When I tried to move the node point out of the planes; the column was completely offset, does it need to be tilted after moving? or how is a single node moved out of the planes? (Inclination in space) G.KÖSE
Click to expand...
Hello Mr. Güray, You can review the attached sample project. S01 column was rotated by giving inclination and upper elevation. S02 column was produced from polygon column. Inclination and upper level were given and rotated. The positions of the columns are already determined. They were moved to their own positions. Then the beam was inserted. Good studies
 
Do you mind if we enter a value greater than 25cm for the slab finite element width to make the solution faster when solving with a Semi-Rigid Diaphragm?
 
You must log in or register to reply here.
Back
Top