Structure weight is now required for the ground report.

mkrts88

New Member
I searched the forum to find out how to calculate the weight of the building. It is always calculated on the weight of the concrete. The weight of the reinforcement is not calculated.
 
I was really surprised when I read your question, I'm really sorry that the civil engineer didn't know about it. Reinforced concrete unit weight is 2.5 t/m3. Reinforced concrete: Concrete + reinforced concrete steel.
 
First of all, I apologize for not explaining the question you want to ask well. But of course, I am a civil engineer who can do complex calculations well. I thought maybe there is a module, I took it easy, but you don't need to doubt my intelligence.
 
"mkrts88":jq58j98r" said:
First of all, I apologize for not explaining the question you wanted to ask well. But of course, I am a civil engineer who can do complex calculations well. I did not read the new earthquake regulation, this information is requested in the ground reports in the new earthquake regulation, and the idecad program has updated itself. updated according to the regulation So I thought maybe there is a module in the program that gives this data directly, I took the easy way out. But you don't need to doubt my intelligence. If you noticed, I said that only the concrete weight is taken into account, I said that the reinforcement weight is not taken into account, if you take this detail into account, you can understand that I am considering a further calculation[/ quote] Actually, you explained your question correctly and clearly. The problem that ideCAD does not give the weight of the building quickly is a separate issue. You have the right to ask it to give it directly. I don't have anything to say to this. My regret is that you don't know that there is already iron in the weight of reinforced concrete. Or [i ]I think you wouldn't have said "The weight of the reinforcement is not calculated"[/i]. I say this because this is very basic information. I don't have the right to measure or evaluate your engineering competence, don't worry. I wish you a good day.
 
Mr. Erhan, I learned this subject from you now, thank you. So, should we give the weight directly from the concrete quantity to the floor maker or? Let's multiply by 1.4
 
Soil survey reports are prepared in two parts as data report and geotechnical report. The data report is prepared by geology and geophysics engineers. The department where geotechnical calculations, which we call geotechnical report, is made by civil engineers and the responsibility falls on civil engineers. In short, you don't multiply the weight by 1.4, you divide the ground characteristic bearing capacity by 1.4 and calculate the design bearing capacity... Sent via iPhone using Tapatalk
 
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