Do you think it should be thrown in?

ysfdmn94

New Member
Hello friends, I have such a project in my hand and as you can see in the figure, the stairs and the elevator shaft will be facing each other, but the thing that comes to mind is; Do you think I should throw beams and place flooring right after the elevator shaft or should I extend the Verven landing to the elevator shaft and produce a solution in that way?
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Hello My suggestion; --The beam stepping on the curtains to the inside of the elevator shaft, --I would put a beam to support the ladder on the (outside) mezzanine floor where the ladder is. (I would also carefully check the short columns that will form.) Ünver ÖZCAN
 
If you do not lay beams and enlarge the ladder, you will encounter two different rigid diaphragms. If you go with tiling, the program sees it as a single rigid diaphragm. If you think this is two separate rigid diaphragms, you can model it by making a ladder. Besides, I think it would be good if the curtains were tied together in the other direction.
 
Hello, There is an A2 irregularity even if the stair landing and the elevator in front of the floor hall are built on the line you specified. This irregularity is not controlled in ideCAD. You have to make a notification manually by selecting the A2 irregularity box from the floor parameters tab. In addition to the account reports, you need to write a separate A2 irregularity analysis report. According to this calculation, you need to put the necessary additional equipment or inquire about the adequacy of the current situation. Most people do not check for this irregularity, but in this project this verification can be requested. Because it's obvious. Do not let your project come back from the municipality's investigation desk because it was not done later. Good work.
 
"Godfrey":365lzlay" said:
Hi, There is an A2 irregularity on the line you specified, even if there is a stair landing or an elevator in front of the floor hall. This irregularity cannot be checked in IdeCAD. You must manually select the A2 irregularity box on the floor parameters tab. In addition to the account reports, you need to write a separate A2 irregularity analysis report. According to this account, you need to put the necessary additional equipment or verify the adequacy of the current situation. Most people do not check this irregularity, but in this project this verification may be requested. Because it is obvious. It is not done later Good work.
You can check A2 Irregularity with ideCAD. Solve it with a semi-rigid diaphragm and check the option Use earthquake effects in slab design. Check the reinforcement adequacy in the shell results section.
 
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