Steel fire escape project

E

eissenhover

New Member
Hello everyone, I'm designing a Z type steel fire escape ladder for a 12-storey building. I completed all the resources, combinations etc designs for the first floor and I wanted to copy it to the upper floors, but when I copy, everything falls into each other. i can't solve the problem. I can't get a report in another question, I wonder if something is missing during the installation phase of my program, why can't I get the report? Finally, there are sufficient sections in my attached project. How can I solve these inadequacies without breaking the design? Since it did not copy the steel columns while copying the floor, I drew each floor one by one. Is there an easy way to do it? thanks in advance.
 
Hello there; If you select all the elements on the ground floor in your project and use the copy selected elements command in floor copying, it will copy without any problems. The last step on the ground floor is vertical because your other floors are not placed properly. If you delete the last vertical step on all floors, the analysis will be done without any problems. You do not need to add to the columns on each floor. They are produced as 12 m, but depending on your crane capacity on site, you can make an addition of 6 m or 9 m. You get an uneconomical result by doing it on every floor. Regarding the report, delete the iderpt.tmp file in the C:\ProgramData\ideCAD Folder and try to get the report again. The problem may be fixed. Good work.
 
Nurgul, thank you for your reply. 1) but I still could not solve the problem of getting reports. I cannot find the file you are talking about. 2) After taking the analysis, all my profiles, pmm ratios, deflection controls etc. were all ideal. When I looked at the deformation in the earthquake combinations and in the other combinations in the deformation tab, I saw 50 mm deformation in my environment in different combinations. What I want to ask here is how far we should allow it in the deformation part while designing our structure. The steel design seems sufficient, but I throw it away. Is 50 mm deformation acceptable? In other words, in such cases, we should allow the deformation control to what extent. Because I'm thinking of crossing it according to that. 3) In order to reduce the deformation value, if we take a drawing with the option of "general construction drawings including single element assembly" while taking a drawing, do we get all the drawings of the project with a single command. I think there is no need to buy individual assembly or individual elements. I could not upload the project here because of its size. I wonder if I have the option of deleting the sizzling ones I have received in the program.
 
I'm deleting the iderpt.tmp file you mentioned, I'm trying to get a report. In my previous message, I solved the issue of deleting the drawings I asked in my 3rd question, by the way, I found where to delete. I will be very happy if you answer my other questions.
 
Hello there; 1) First of all, completely remove the demo version from your computer in order to solve your report problem. Download and install the steel demo version from the link
You do not have permission to view link Log in or register now.
. There will be no problem. 2) First of all, check your elements such as columns, beams, purlins in detail from the steel design tab in the toolbar. In this section, you can see the deflection upper limits and whether your elements match. Apart from this, you need to check whether you are staying within the limits determined by the Earthquake Regulation for deformations. You can see this control in the translation and irregularity control section of the structure summary information section of the program elective report, which calculates the floors you enter on each floor as a rigid diaphragm if you choose not metal flooring but concrete flooring. However, since you are modeling a fire escape, rigid diaphragm acceptance will not be appropriate. In this case, you have to do the Earthquake Code relative floor drift controls yourself. 3) It is the most suitable solution for you to get the drawings in bulk, including General Construction - Single and Assembly. Good work.
 
Thank you, Nurgul, but I couldn't solve the report problem no matter what I did. I uninstalled the program. I deleted all the extensions in the c folder and cleaned it with ccleanner. I downloaded the setup again from the link you gave and I started to install it. each time it says another version of this program is already running on your computer and continues to download. However, I don't have another version on my computer. The program works normally. It doesn't give any trouble, but when I try to get a report, it doesn't.
 
"eissenhover":14w6vl1l" said:
sagolun nurgul lady but I couldn't solve the report problem no matter what I did. I uninstalled the program. I deleted all the extensions in the c folder, I cleaned it with ccleanner. I downloaded the setup again from the link you gave, and I started to install it. and it continues to download. However, I don't have another version on my computer. The program works normally, it doesn't give any trouble, but when trying to get a report, it doesn't.
Click to expand...
Hello, call our Bursa office on 0 224 220 67 17. Let's connect to your computer with remote access and look at the problem together. Install the following program before searching:
You do not have permission to view link Log in or register now.
 
You must log in or register to reply here.
Back
Top