German 
French 
Spanish 
Portuguese 
Italian 
Arabic 
Russian 
Japanese 
Turkish DEAR FORUM OFFICIALS; A FRIEND HAS A QUESTION; Without girders RAFT SLAB ANALYSIS 14 LUX IRON 15 CALL LEARNED A PROJECT in MİN.ASAL in MAT FLOOR PARAMETERS SETTING THE DRAWING PURSANTAJ 0.0025 WHILE, 0002 AS, change ANALYSIS DO I RAFT My SLABS 14 LUX IRON 27 CM TOGETHER TO ALLOW has ETMEK can CHANGE ACABA COLUMN BEAM SLAB PURSANTAJ AYARLAAR the HOW. SOME CHANGES ARE OBSERVED IN THE REINFORCEMENTS. I HAVE RECEIVED VALUES FROM TS500. MY REQUESTS ARE THE OPINIONS OF PERSONS WHO HAVE BEEN MASTERED ON THE PROJECT FOR YEARS LIKE YOU. THANK YOU FOR YOUR INTEREST NOW. PURSANTAJ VALUES ARE IMPORTANT ENOUGH THAT IT CAN CHANGE MY ANALYSIS RESULTS. WHILE THE REGULATION IS WIDELY COMPREHENSIVE AND NOT CLEAR ENOUGH. WHAT I WANT IS SIMPLE AND CLEAR.. ALL REINFORCED CONCRETE PARTS' PURSANTAJ MIN. WHAT VALUES SHOULD THE INTERVALS HAVE. AND HOW MANY DO YOU RECOMMEND WE GET THE RADDLE BASically BETWEEN 0.001 AND 0.003? I WOULD LOVE TO GIVE BRIEF INFORMATION. GOOD WORK.
You are using an out of date browser. It may not display this or other websites correctly.
You should upgrade or use an alternative browser.
You should upgrade or use an alternative browser.
Analysis and Parameter Settings
- Thread starter ser09
- Start date
HakanŞahin
Administrator
Re: ANALYSIS AND PARAMETER SETTINGS Hello, Minimum pursantaj values are values that vary according to concrete and steel class and even ductility. In response to your question; Boundary information about the pursantage and minimum element size values are listed as tables in many reinforced concrete books. You can examine those tables... The default settings in the program are arranged in such a way that you do not need to make any changes for BS20 and S420. However, the designer is responsible for all of them according to the project. Good work...
Re: ANALYSIS AND PARAMETER SETTINGS Hello; It is stated in TS500 that for slab raft foundations, the sum of the reinforcement purchases for the X and Y directions should be chosen to provide a value of 3.5 per thousand, provided that it is at least 1.5 per thousand for each of the X and Y directions. In this context, I think that the most logical purchase values that can be chosen are 1.75 per thousand for the X and Y directions. Best regards.
mühendisbey
New Member
Re: ANALYSIS AND PARAMETER SETTINGS
"2m project":y7d1q70b" said:Hello; The sum of the reinforcement purchases for the X and Y directions is per thousand, provided that it is at least 1.5 per thousand for each of the X and Y directions for slab raft foundations. It is stated in the TS500 that it should be chosen in a way that provides the value 3.5. In this context, I think the most logical purchase value that can be selected is 1.75 per thousand for the X and Y directions. Best Regards.