COLUMN CUTTING

K

kasky

New Member
hello, I am constantly getting a warning for s07 and s24 columns to be cut off when I remove the p107-108-109-110 curtains around them. .html]https://hotfile.com/dl/158591704/b39398 ... e.cde.html[/url]
 
Mr. kasky YOU HAVE NOT FIXED THE DEFECTS I SENT BEFORE (8,9,10,11,12,13 ARTICLES) Re: CONTINUOUS BASIC by unver » 30 May 2012, 13:44 In your helmet project: 1- the basement is not like a floor but under the ground floor, It should be created together with the ground floor, 2- S03 and S27 columns remain on the foundation, they should be extended down, 3- the system should be solved together with the superstructure, 4- if the ground report is appropriate, the ground should be increased, 5- You can get R=8 instead of R=4, (there is a curtain but It doesn't matter) 6- A raft foundation can be made between the E and C axis, (There is very little between beams and there are steps.) 7- P52 and P53 single basement curtain can be given, 8- You do not have ladder loads, 9- Your system is semi-rigid diaphragm with ladder 10- You'd better not allow so many stud beams in your projects, 11- You can reduce the live loads on the attic (350 kg/m2) and 3 floors, 12- Elevator floor on the attic floor and elevator loads on the floor are missing. 13- 500 kg/m2 load is too much on balconies Take it easy Ünver ÖZCAN 14. IF YOU BUILD THE FOUNDATIONS OF S7 AND S24 COLUMN IN THE SAME LINE, YOU WILL NOT HAVE A PROBLEM. (I MADE S24 FOUNDATION S24 FIXED) 15. P24 WATER SCREEN, NOT FLOOR APPEAR. IT SHOULD BE CORRECTED 16. CE, IT WOULD BE BETTER TO SOLVE THE RADIUS WITHOUT BRAID TO INSIDE THE AXLE BETWEEN 7-13 AXIS LIFT. Take it easy Unver ÖZCAN
 
Hello, In the project, the shearing problem in the columns S07 and S24 is caused by the continuous foundation system and the superstructure interactive solution. Since some foundations are not fully connected to panels or columns, the relevant elements behave as if there is no foundation under them. *The left end of the TK01 and TK63 foundations is not connected to the panel objects. *Foundation piece remained under the S39-S40 curtain columns. *Otherwise, arranging TK02-TK03-TK61-TK62- TK50 and TK51 continuous foundations as in the example project solves the problem. Suggestion: 200 cm wide continuous foundations were entered in the project. Instead, designing a beamless raft foundation with a height of 50 cm will not only make the superstructure more stable, but also provide economy in terms of ease of application and labor. (In case the system is made of raft without beams, approximately 2 tons of reinforcement is formed compared to the continuous foundation.)
You do not have permission to view link Log in or register now.
 
You must log in or register to reply here.
Back
Top