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Turkish Advice about the project
- Thread starter eissenhover
- Start date
meryemakdil
New Member
Re: Curtain group drawing is wrong I can't fix the error about curtain group and foundation in my project, can you help me?
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Unver, I'm sorry to bother you again, I'm sorry, I looked at the project first, thank you . I did not understand how you fixed the relative story drift error, I entered the column system you uploaded in the first version I uploaded the project here. Error B is completely gone, but the relative story drift error is still present. and in which cases we should choose dynamic eccentricity. Please don't get me wrong, my aim is to get one step closer to making an error-free project by just learning about my mistakes."unver":o1itaul5" said:
Levent Özpak
New Member
Re: RELATIVE STORY DEFERENCE AND WEAK FLOOR PROBLEM
"mühendise":1324hczh" said:
Slab reinforcement and column-beam junction security problem Hello, in my project, DZ02 slab gives insufficient reinforcement error. When I increase reinforcement, too many reinforcement drawings occur. Is there an error in the data entry, I could not fix it, column-beam junction security problem cannot be overcome, columns are too large I would appreciate if you can help, thanks in advance and keep up the good work.
Levent Özpak
New Member
Re: Slab reinforcement and column beam connection security problem
Hello, -In your project, the analysis model is incorrect because the lower stair arm is not supported on the foundation on the ground floor. In order to support the lower edge of the stair to the foundation, the sub-basement You can enter a basement wall to which the lower edge can be connected to the basement floor. The same situation applies to the lower edges of the stairs in the basement floor. Also, when determining the support conditions for the solution together with the building, it should be determined that the edge of the stairs is connected to whichever element is supported, other carrier elements should be left blank. TBDY on security issue You can review article 7.5 of 2018 and article 9 of Frequently Asked Questions and Answers document."sara":j3h5jdb6" said:
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Note: Since there is no diaphragm (floor) in the basement floor, it would be appropriate not to accept the floor as rigid. Good workI wish you a good day... When I save and exit my project, which was not a problem yesterday, when I open and analyze it today, I get the warning of lack of reinforcement on all my cassette floors. What could be the reason for this? my project size is quite big so uploading it was a problem. That's why I was able to send a picture...
Levent Özpak
New Member
"hkaragoz":dblrobld" said:
Hello, IdeCAd project file wetransfer etc. You can upload it to the site and give the link. Good work"hkaragoz":dblrobld" said:
Levent Özpak
New Member
Hello, In the project you added, an empty installation combination named 1.4G+1.6Q+ 1.6H but no installation is selected has been defined. Deleting this loading combination will fix the problem with cassette tiles. To delete the combination, select the relevant combination in the Structure tree, press the right button and click the "Delete" line from the pop-up menu. Good work
mehdiduman
New Member
Hello to everyone. How should we read the values in different colors and tones? Normal, blue, orange.
Levent Özpak
New Member
Hello, black(normal) colored values are not increased Values in Orange(tile color) show the nib forces that have been applied, therefore modified and lead to the design. Values used are also shown in bold. Values written in blue These are the values of the design (design) loading that subtracts the most unsuitable reinforcement area used in longitudinal reinforcement calculation."mehdiduman":3iawto3p" said:
Levent Özpak
New Member
Re: EXAMPLE Hello, There are continuous foundation parts in the raft in your project that are not attached to the carrier elements. If you want to define a raft foundation in the elevator area, you can define a continuous foundation under the elevator curtains so that the joint points coincide with the curtain joint points, and you can define the middle raft foundation. Note: Make data entry with the main nodes on the column. For example, the right end of the TK36 continuous foundation and the left end of the TK37 are not connected to the S10 column. Good work
Levent Özpak
New Member
Hello, -Close the program. -Delete the C:\Programdadata\ideCAD10 folder.(If you can't see the ProgramData folder, it's in the hidden location. You can make it visible by checking the "Show hidden files and folders" option in the "Folder and Search options" section.) - Press and hold the Ctrl and Shift keys on the left side of the keyboard at the same time. - Run the program shortcut by double clicking on the desktop. Do not release the Ctrl and Shift keys until the "Registered) login and settings are cleared" warning appears. (The warning may also stay in the background) -Click OK on the warning that comes up. -Try again. Good work"legend":2ggpolma" said: