About Continuous Basic

[serkan zorlu]

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There is a lot of indentation in the building due to the land of the project I gave the download link, you will understand my problem better when the project is examined. .I wanted to define the foundation beam under some recesses but I couldn't.. what should I do? I will be very grateful if my project is examined in general terms.. I have seen the benefits of the forum. I would like to thank all my friends for their efforts.. I am trying not to make any mistakes as you are just at the beginning of the road.. I would like to thank everyone who contributed to this effort....

 

[HakanŞahin]

Re: ABOUT CONTINUOUS FOUNDATION Hello, Indents and protrusions on the side of the building are not very suitable for defining the continuous foundation system. You can try the beamless raft system.

 

[unver]

Re: ABOUT CONTINUOUS FOUNDATION Mr. Serkan Zorlu My suggestions for the project. (LET US AIM TO USE SEMI-RIGID DIAPHRAGM SOLUTION OPTION OF THE PROGRAM. GIVES VERY GOOD RESULTS.) 1- Basically: - connect the foundations from column to column as seen in the appendix "Foundation" (blue line) - your curtains accept both ends as support and lay a foundation - better make a solution foundation 60 cm raft without beams (red line) 2- When you make the foundation raft, you can solve the superstructure interactively. 3- choose the ductility high 4- take the structural system coefficient 7 5- make the column narrow side dimensions 30 cm 6- install the ribs on the short span beams 7- fix the support of the ladder, solve the system as a semi-rigid diaphragm 8- your earthquake curtains are low, if you can put both add direction 9- join the K02 beam in the engine room to the S18-19 column 10- the contractors want no beams to be placed between the columns as in the front columns (as it divides the rooms) avoid this approach as much as possible. 11- If the above suggestions are applied, your project will not have any errors as a result of calculation. Take it easy Unver ÖZCAN