Reinforcement Quantity and intervals

M

MaryleneFa

New Member
I'm just a 3rd year student, but I'm trying to learn something with my own efforts. I'm trying to do a risky building analysis, and I couldn't quite decide something while examining the core results. Although I wanted to ask my teachers first, I was fired from each room respectively, or interestingly, those who wanted to answer my questions could not. I have to ask you for help. The situation is as follows in the Reinforcement Detection Report: Reinforcement: 12mm S220 Stirrup: 6mm S 229 Stirrup Intervals: 21-30mm Column Width: 51cm Column Depth: 23cm Now it is logically appropriate for me to enter the reinforcements in the columns into these results and analyze the building after modeling It will be, but how can I calculate how many major and minor reinforcements there are by looking at these values? How is this calculated? Or how can I enter values? Then, how will I decide on the 3 values in the "Transverse" part? As far as I can see, I'm asking a very simple and very unskilled question, I hope you don't offend me with the famous snobbery on the site. I would be glad if you help.
 
The hardware readings seem to be missing. There is no number of 12 first longitudinal reinforcements, you can take the stirrup spacing as 30 cm. You didn't write about the concrete boundary. You wrote stirrup steel class S229, I think it will be S220. When entering the longitudinal reinforcements, you scrape the concrete and look at their direction, or you put four reinforcements in the corners and scatter them.
 
Request sufficient information from our laboratory. Concrete strengths and subsequent damaged and undamaged reinforcement determination reports. The amount of reinforcement detected without damage (by X-ray) is given separately for each transverse column, and a generalized table can be made. In the same way, you should see the report of the detection of damaged (with concrete cover stripped) reinforcement. These should appear with information about the short and long edge. Examples of documents related to these are as attached. When you look at these, you won't have any major minor problems. You will find that almost all the information you are looking for is found.
 
Thank you for the answers! I thought I couldn't find it because of my own inadequacy. I was ignoring this, even though the data seemed scant.
 
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