colon pursantage

[Frkninşaat]

Dear Hakan, I have read your article in the forum, do you mean by pursantaj normal pursantaj or SG pursantaj value Evaluate a column according to three criteria. 1. Pursantaj 2. Normal force 3. According to shear force 1; If we had designed the column for axial force only, Nd would be a stand-alone criterion, then your last message would certainly be valid. However, a normal force and two-way bending moment come into play in column reinforced concrete. What you call Nd is one of these three values, and together with the moment values of M2, M3, you find the column margin (statically necessary margin = SG margin in column reinforced concrete). If exceeded, warning M is given. When Nd is small, pursanta may appear large, when Nd is large, pursanta may appear small and mislead you. Because, in the reverse effect of the earthquake, in the most unfavorable combination, Nd may be reduced or even seen in negative values. According to 2.; As a normal force, we understand that a column is forced by looking at the Ndmax value. (Nmax value is not the Nd value you ask) Regulation has limited it. The program also checks automatically as I wrote in the previous message. If the Nd of the column is greater than Ndmax it will already be stuck in the maximum force control. If exceeded, an E warning is issued. According to 3., Column shear safety control is done automatically and is printed in detail in reports. If it is exceeded, a K warning is given.

 

[Ismail Hakki Besler]

Hakan has about 2500 posts on the forum. If you add the text you mentioned to the message, Mr. Hakan and other users will make more accurate comments.

 

[HakanŞahin]

Dear Hakan, I read your article on the forum, do you mean normal pursanta or SG pursantaj value Evaluate a column according to three criteria: 1. Pursantage 2. Normal force 3. According to shear force 1; if If we designed the column only according to the axial force, Nd would be a stand-alone criterion, then your last message would definitely be valid. However, a normal force and two-way bending moment come into play in the column reinforced concrete. Nd is one of these three values and the moment values M2, M3 together with the column margin (statically necessary pursantage = SG margin in column reinforced concrete). If it is exceeded, a warning M is given. When Nd is small, pursantage may be large, when Nd is large, it may be small and mislead you. According to 2., we can understand that a column is forced as a normal force by looking at its Ndmax value (Nmax value It is not the Nd value you asked for) Regulation has limited it. The program also checks automatically as I wrote in the previous message. If the Nd of the column is greater than Ndmax it will already be stuck in the maximum force control. If exceeded, an E warning is issued. According to 3., Column shear safety control is done automatically and is printed in detail in reports. If it is exceeded, a K warning will be given.

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Dear Hakan, I read your article on the forum, do you mean normal pursantage here? otherwise, SG percentage value

SG percentage value is the reinforcement ratio calculated from the design effects. Independent of the design effects, the reinforcement ratio to be placed in the column is limited to the minimum and maximum as per the regulations. According to the criteria given in TDY Article 3.3.2.1, the ratio of reinforcement in the column is It should be at least 1% and at most 4%.Total fractionage is limited to 6% in overlapping additions in 3.3.2.2. Therefore, the maximum marginantage is set as 3% in the column parameters in the program.If the SG marginantage value is below 1%, the column must be at least % You need to put reinforcement 1. (The program will do it automatically.) SG purchase value is 3% If it is above , you need to increase the column size. (The program warns you with the message M.)

 

[Frkninşaat]

Yes, Mr. Hakan, thank you for your time. Best regards.