Is there any error missing in my project?

Re: Friends, are there any urgent errors missing? Solve as rigid diaphragm, or take their load correctly and solve as rigid diaphragm, -- Put mezzanine beam for stairs, -- Increase foundation height, (not less than 70 cm) -- Connect elevator curtains S13 and S14, -- 3. increase the thickness of the tiles on the floor (blue color and adjacent), Appendix: formwork plan. --Rotate the columns I marked, press on the other beam, -- Increase the D9 slab thickness. Take it easy Unver ÖZCAN
 
Re: Friends, are there any mistakes urgently missing? Mr. Ünver brother; First of all, thank you for reviewing my project, I had a few more questions about the project, brother; I have a butt beam on the 3rd floor cantilever floor in my project. There was no problem in the analysis due to the inclined level difference, but do you have any other solution suggestions, such as a troublesome static solution? Again, my floor thickness is insufficient in my 3rd floor inclined floor. Even though I add stud beams, 15 cm floor thickness is insufficient. How can I understand from the building tree how my foundation is loaded or not, how safe my foundation is from the building tree? Dear ÜNVER, I would like to thank you in advance.
 
Re: Friends, are there any urgent errors missing? -3. The elevation of the D24 slab on the floor is not compatible with the K12 beam and P01 panel to which it is connected. If these edges of the slab will be left empty, the slab edge can be drawn within a few cm of the panel and beam. -3. A single piece is inserted between the K12 beam and K41-P5 on the floor. Different names should be given between P4-P5. (same on other floors) -There is a floor edge piece under the K39 beam on the -2nd floor. -2nd. Floor K25 beam is not connecting to K52 beam. -The reinforcement axes of the D9 slab can be arranged as on the 2nd floor. - The straight-arm ladder between axles 7-11 is faulty. Digit numbers on both arms start from 1. You can create the ladder as in the video linked below.
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Reinforcement axes of inclined floors on the 3rd floor ceiling can be arranged as top+bottom reinforcement. *P03 panel must be connected from both nodes of the continuous basic panel under it. In addition, the continuous foundation connected to P03 to P01 and the raft flooring cannot be solved together. Since P01 is at a different level, it does not receive the influences from the basic P01. Continuous foundations can be defined as for example. Good work
 
Re: Friends, is there any urgent error missing?
"Karmnl1158":9505alor" said:
Again, in my 3rd floor inclined floor, my floor thickness is insufficient, although I add stud beams, 15 cm floor thickness is insufficient existing in the project abi
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Erase the slab edges on the break line, put a beam, create a slab, no problem. How can I tell from the structure tree.[/quote] You can examine the raft laying results from the structure tree by activating it.
 
Brother Unver, I would like to thank you very much, I will evaluate and apply my deficiencies one by one, first of all, it is very important for us that our knowledgeable brothers like you support and help new engineers like us, and with my very valuable respect.
 
I thank you, Mr. Levent Özpak, I will evaluate what you said and make it more organized, thank you. This form is indispensable for us. This form is indispensable for us, it is the deficiencies of the project, it is more systematic, it passes by one person, it is examined by ten other people, but first of all, I would like to thank you and the idecad forum for being sensitive about this issue. I do.
 
I've been an engineer for 36 years. I examined the Erzincan, Adapazarı and Dinar earthquakes in situ. I saw how important human life is and how many lives were lost due to a small engineering error. I think our future will be better when I see engineers like you who are eager to learn. May your work be easy. Have a good work. Unver ÖZCAN
 
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