I need your help and suggestion

M

mehdieminoglu

New Member
I DRAW A PROJECT OF THE CULTURAL CENTER. THEY SAID THE SECTION SET FOR THE CONFERENCE HALL AND THEATER ROOM WILL BE REINFORCED CONCRETE. I SOLVE COLUMN SPACES TO 25 M. THERE IS NO ISSUE IN THE REPORT. BUT I'M NOT COMFORTABLE. I WOULD LOVE IF YOU CHECK THE PROJECT AND TELL ME THE DEFECTS OR THE PLACES I NEED TO MAKE CHANGES. I CANNOT POST IT TO THE FORUM BECAUSE THE FILE IS TOO LARGE. IF YOU LEAVE YOUR MAIL ADDRESS I WILL SEND. THANKS
 
Re: DEAR COLLEAGUES I NEED YOUR HELP AND SUGGESTION I don't know how to install since I haven't uploaded anything to the forum before
 
Re: DEAR COLLEAGUES I NEED YOUR HELP AND ADVICE wetransfer.com is a file sharing site. The file you upload is stored for 7 days and then automatically deleted. After selecting the file you want to upload, there is a button with 3 dots next to each other, press it and choose the sending method as "link", press the 3-dot button again and press the transfer button. When the download is finished, it will give you a short link, share that link here.
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Re: I need your help and advice Hello My suggestions; --Fix the structure as semi-rigid, (rigid solution is not suitable.) --cassette slab thicknesses are low Increase slab thicknesses, (There are too many laying errors in semi-rigid solution.) --Remove the pile on the beams, --Remove the reinforcement fixing ticks and make calculation , --For a more balanced load distribution in cassette slabs, it would be better to place a column in the middle of the existing outer columns and reduce the size of the existing outer columns, --Let the cassette beams center the columns, --You can support the stairs and have a solution according to the Ritz method. Unver ÖZCAN
 
Re: I need your help and advice Hello; When the moment diagrams of your 25m beams on the floors are entered as 3 pieces, it is understood that this is an incorrect assumption. Select and combine the beams you entered as 3 pieces and make them one piece, that is, a single beam with a length of 25. When you do this, you will see that there are inadequacies. Apart from this, this system deflects around 10cm for 25m span, this value seems to be within the limits of the regulation, but it is not suitable for use. The reason why the deflection value is so high is that the beam sections selected for the 25m span are insufficient, the beam sections need to be increased, but in this case you will encounter application difficulties. My advice would be to examine such a system more and consider alternative flooring systems. Best regards.
 
Re: I need your help and advice thank you for your valuable suggestions. After I do what you suggest, I will share the latest situation again. Thank you again. :)
 
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