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Turkish I have a performance analysis and empowerment project of a school that was built in 1976. I drew the project in the idestatic environment, but I do not know how to enter the concrete data into the system. For example, there are 25 different core values in my hand, ranging from 5mpa to 15 mpa. Here, how can I find the characteristic compressive strength of the structure, how can I calculate the elasticity modulus and standard deviation? II studies
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About performance analysis
- Thread starter mhmt_ali
- Start date
There is a simple excel table attached, where you can see the standard deviation value and the pressure value to be used in the calculation. Accordingly, you can enter your own values and find the account value. The calculation strength value is found by subtracting the standard deviation from the average strength value. (See DBYYHY Section 7.2.5.3) In the 7.2.5 section of the regulation, there are explanations about collecting and using information for the Intermediate knowledge level. For concrete and steel, you can enter the data you obtained here in the Materials[/u][/b] section of the building tree / data / section in the program. Be careful with the units you use. Do not make a unit error. Also, pay attention to the corrosion status as well as the quality of the reinforcement. If there is a project, pay attention to the realization situation. Good work.
Mr. mhmt_ali You can benefit from this by examining the link below:
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Easy come on. Unver ÖZCANThank you very much for your interest, I showed you the programs and the programs you wrote to me, but they said that these programs were the formulas used when there were up to 18 samples, and we were solved with different formulas than when we took 25 core samples. How can I get help with this? If you have a source or document that I can get, I would appreciate it if you would share it with us.
Mr. mhmt_ali Thank you very much for your interest, I showed you the programs and the programs you wrote to me, but they said that these programs are the formulas used when there are up to 18 samples, and they are solved with different formulas as we take 25 core samples. How can I get help with this? If you have a source or document that I can get, I would appreciate it if you could share it with us. I did not understand your explanation. (Is there any other formulas used when there are more than 18 samples?) CONCRETE CLASS DETERMINATION You can use NEW CORE excel up to 40 samples. (as he writes the sample values, he gets the sample number himself.) What were the different formulas?
It was stated that the test results given to me were based on the values of ts en 13791 published in April 2010. In the core values, it was said that it was made by converting to 15*30. How to convert these values to 15*30. For example: how to convert the value with sample diameter 64 mm, sample height 64 mm, surface area 3220 mm2, breaking load 25,104 KN to 15*30?