Opinions questions about using ideCAD Static 7

"temuçin":i423u6oc" said:
However, cassette or rib slab beam results are not displayed in the Reinforced Concrete/ cassette or Rib tab. P
Click to expand...
You did not specify "typical thread" for cassette and ribs. "Change/Object Edit/Floor/Specify typical beam Mark the threads that will be included in the calculation using the " command. Note: Enter the rib elements you entered as cassette objects... Thus, you can unwind the rib and cassette system together and their teeth continuously.
 
Hello; 2nd row reinforcement drawing in beams is still done by hand. Is there any solution in the program?
 
hello. I want to specify the elevation of the tiles in the mold plan, but I couldn't find the level mark or is it not in the program.
 
Before you get the mold plan, there are jeans in the dimensioning commands, you can give elevation wherever you want from there.
 
"nory":3uzsvvh2" said:
hello, can you please review the project below, how can I solve the errors? /dl/150241721/00a848 ... .ide7.html[/url]
Click to expand...
Hello, When analyzing the project, it gives the warning of Shear problem and B1 irregularity on the ground floor when the analysis is done in the project. -Inclined beams on the ground floor are connected ( S3-S5-S10 -S12) columns and the upper elevations of the beams. Therefore, the column lengths appear incorrect in the column shear safety check. If the upper elevations of the relevant columns are arranged as -56 cm, the problem will be solved. -You have columns in the mezzanine floor that are not connected to beams. In the B1 irregularity check, these columns area is not included in the floor effective cutting area.If you want to include these columns in the floor effective cutting area, you can manually enter the effective areas in the AWx and AWy columns on the Mezzanine in the Analysis/Floor Parameters/Irregularities Tab.
 
"erdoganaşık":2zd68fpi" said:
when you right click on the screen and click create vector drawing, it will be transferred as a line.
Click to expand...
That process is no different than "saving the screenshot". The image is not big enough for that either. What I'm trying to do, for example, is to output solid models at 1/50 scale. It's a rough version of what architects do in facade renderings, because it's very useful when we have difficulty expressing in 2D at some points of the drawing. Right now I'm doing it manually.
 
slm friends, when I make panels on only two sides (front and right side) in a building with 1 basement floor, should I get the upper rigid floor number as -1 or should I get -2? I don't understand the basement when I get -1, does the upper floor not solve interactively? Thanks in advance for your answers.
 
Hello Mr. Mehmet, I understand that you want to render. You can't get it in a static program. Render is a feature of our ideCAD Architecture program.
 
Hello, we cannot take the openings of cassette beams of 50 cm and shorter. The same is true for rib beams of 40 cm and less.
 
"emrah":dh8xrrpz" said:
We cannot take the openings of cassette beams of 50 cm and shorter.
Click to expand...
Hello, In order to prevent the previously observed incorrect data entries, a minimum clearance limit has been set for ribs and cassettes. This is among our notes. Re-evaluation will be made. . Good work
 
"sidnehum05":2e9hmngw" said:
slm friends When I make panels on only two sides (front and right side) in a building with 1 basement floor, should I get the upper rigid floor number -1 or should I get -2. When I get -1, the top floor doesn't solve the basement interactively. I don't understand? Thanks in advance for your answers.
Click to expand...
You didn't answer about my question?
 
"sidnehum05":2vl9s1a1" said:
sidnehum05 wrote:slm friends When I make panels on only two sides (front and right side) in a building with 1 basement, should I get the upper rigid floor number -1 or should I get -2. Doesn't it solve the basement interactively? I don't understand the basement. Thanks in advance for your answers. You didn't answer my question?
Click to expand...
 
I applied it by taking -2, it was nki=6.66 on the ground, the ground floor was soft due to the basement curtains in the basement, but the report says that dynamic analysis was done, when dynamic analysis is done, a1 and b2 irregularities do not pose a problem, so he wrote that. Also, in this case, is it dangerous for the ground floor to become a soft floor because it increases so much? thanks...
 
You must log in or register to reply here.
Back
Top