STEP AT CONTINUOUS BASIC

K

kltinsaat

New Member
Good day to everyone. In our project, we tried to give a level so that the foundation remains under the ground, instead of close to the middle of the building, on the continuous foundation that we designed because there is a great difference at the extreme points of the land. We carried out this process by leveling the continuous foundation beams in the upper part of the land and by giving the lower level to the columns on the foundation. Our project is attached. We would be very pleased if the masters of the business would check the suitability of our transaction. Thanks in advance.
 
Hello, There does not appear to be a general problem with basic data entry. It would be appropriate to analyze according to the "superstructure interactive solution option" in gradual continuous foundations. (Connect the TK10 foundation to the S11 column at the nodal point.) Good work.
 
Thanks for your interest sir. So how to do this kind of basic application? For example, concrete pouring in the columns in the area where the level is located will probably be poured with non-flowable concrete type. And again in practice, the foundation concrete will be poured completely at the same time, right? Actually, a problem is that the columns that see this level do not have sprout lengths :) In the vertical expansions of the column, sprout lengths are not visible in the upper level?
 
Hello Mr. kltinsaat. What I saw in your project: 1- DO NOT MAKE A GRADUAL FOUNDATION. I wouldn't. YOUR GROUND SAFETY MAY BE A PROBLEM LIKE LOW. 2- If there is a level difference on your land, make sure that the lowest foundation does not remain on the surface 3- Your balcony loads should be .35 4- Close the balcony ribs. 5- If one side of the balcony ribs is not open, the filling material will fall. 6- Provide continuity in the ribs 7- you do not have a load of stairs 8- Won't you put a mezzanine beam on the stairs 9- lift KB103 in the basement 10- let your foundation beams and rib-bearing beams center the columns 11- you fixed your basement curtains in the calculation, it gives an error. open it up. 12- basically, you have increased your ground safety by 50%, I think, do not increase it by 25% 13- increase your foundation beams that do not save ground safety 14- errors increase when the superstructure is solved interactively. Fix these errors. 15- After that, you have to pour the foundation step by step. Lay stabilizer under the foundations of the upper level (I AXI TOP), compact it in accordance with the procedure and pour the upper level foundations. 16- The columns in the middle S6-7-9-13 are too high. concrete may decompose while pouring concrete. You can pour them in two stages. 17- You'd better increase the I axis foundation width by 20 cm. 18- Solve your last recommendation structure as SEMI-RIGGED DIAPHRAGM. Take it easy, have a good work Unver ÖZCAN
 
You must log in or register to reply here.
Back
Top