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Turkish Hello, In the architectural project we have, there is a shop floor at a height of 5.50. However, since 5.50 is no longer allowed, the floor is shown as 4.5 m and a closed plumbing space with 1 meter flooring is shown on it. The municipality reporter regarding this, the 5.50 floor is not as a single floor, but as 4.50 and 1.00 meters. It wants two floors to be modeled separately. I think the correct solution should be based on 5.50. I would like to get your opinions. I wish everyone good work.
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5.50 about the account with 1 meter of plumbing floor in the shop
- Thread starter statics87
- Start date
saridurmus
New Member
Re: If the municipality knows what will happen and guides you, it means that it tells you where the key is.
Re: 5.50 in the shop with 1 meter of plumbing floor tiling and account right I want to ask with apologies, where are you ignorant?? I would expect you to approach such a question with an engineering approach. We would benefit from writing something based on the floor logic or the diaphragm logic. thanks again.
Re: 5.50 in the shop with 1 meter plumbing floor tiling Hello; In terms of static solution, there will be no difference between entering 5.50m single floor or 4.50+1.00m double floor. However, in terms of regulation controls, it would be more correct to enter it as two floors, the regulation makes many controls such as irregularity controls based on the floor definition. Another point is that if the flooring of this installation floor will not be produced in reality, it would be more correct to solve it as a single floor of 5.50m. As a result, it would be appropriate to evaluate the most unfavorable situations of both solutions together and present a 4.50+1.00m two-floor project to the municipality. Best regards.
Re: Calculation right with 1 meter plumbing floor slab in 5.50 shop Thank you for your comments. Internal forces and earthquake calculations are made in this flooring that I created as a rigid diaphragm. It goes up to 60's, if 1 meter floor is added in between. Section increases are experienced not due to static solution but due to irregularity control. Well, accepting 450 and making 28 cm wall thickness is a more correct approach, if not, should 550 and 35 cm earthquake curtain design be done? I think the answer to this question will shed light on whether this 1 meter can be entered as a floor or not. What do you think?
Re: Calculation right with 1 meter installation floor slab in 5.50 shop
I gave the answer to this question in the first message, actually, if this intermediate flooring is not going to be made in reality, it is better for you to determine the thickness of the curtain according to the 550 cm floor height. For this reason, you should solve it as 450+100 and compare it with the solution in 550."statics87":31doow1y" said:Thank you for your comments. Internal forces and earthquake calculations are made in this slab that I created as a rigid diaphragm, I checked it during irregularity controls As you said, it is difficult and 35/60 columns go up to 50 to 60. If a layer of 1 meter is inserted in between. There are cross-section increases not due to static solution but because of irregularity control. Well, accepting 450 and making 28 cm wall thickness is not a more correct approach, if not, it is 550 and 35 cm. I think the answer to this question will shed light on whether this 1 meter can be entered as a floor or not. What do you think.
saridurmus
New Member
Re: Calculation right with 1 meter plumbing floor tiling in 5.50 shop
I am an ignorant person living in Turkey. You said that the arrangement you made was a ban case in the Municipality, while you are trying to do this and you want to involve us at the stage of how can I do this. Control which way I go. You say that you can pass the point without any problems. That's why I didn't give a technical answer, I'm sorry. My 2m friend gave you the answer that you can use it in whatever direction you technically intend, and I wanted to say that don't be humble (it's hard for the person to deceive oneself). Which application project you make yourself, that project will be approved. that the application should be made in the field and that the structure control system in the current system I would like to remind you that you have to have it done by im company. I wish you good work."statics87":hfd88x8d" said:I would like to ask my apologies, where are you ignorant?? I would expect you to approach such a question with an engineering approach. floor logic or We would benefit if something was written based on the diaphragm logic. Thank you anyway.