Errors in My Reinforced Concrete Project

[Beyzanur]

Hello, I analyzed a 2-storey reinforced concrete building on İdecad 8. I solved the same plan with both raft foundation and continuous foundation. I had a few questions; * I used curtains for the basement. While I do not give an error for the R coefficient in my solution with the continuous foundation, the raft gives an error on the basis. (In both cases, the walls are defined as sub-basement.) * Doesn't İdecad already make a solution with the superstructure when analyzing? What does the Superstructure Interactive Solution in analysis settings do? Normally, when I analyze, sprain occurs in the 2nd mode, but when this button is active, the sprain appears in the 3rd mode. *The number of assembly reinforcements in the formwork plan is too high. *Finally, I set the wall load as 18 cm gas concrete (0.13 t/m2) from the beam settings, but when I look at the beam on the plan, the wall load is shown as 0.19. Attached is the work I did for my final homework. I would be very grateful if you could review and point out my mistakes. Thank you from now.

 

[Levent Özpak]

Hello,

Hello, I made an analysis of a 2-storey reinforced concrete building on İdecad 8. I solved the same plan with both a raft foundation and a continuous foundation. I had a few questions;* I used a curtain for the basement. In my solution with a continuous foundation, R While the raft does not give an error for the coefficient, the raft basically gives an error.( In both of them, the curtains are defined as sub-basement.)

P30 panel is not marked as flooded in the finishingradye.ide8 project. Doesn't it work together with the build? What does the Superstructure Interactive Solution in analysis settings do? Normally, when I analyze, sprain occurs in the 2nd mode, but when I do active analysis, this button appears in the 3rd mode.[/quote] Superstructure interactive solution is the situation specified in TDY 2007 item 2.2.1.5. If this option is not checked, superstructure and foundation are solved separately. Whether it is marked or not also affects the pavement analysis results. Currently, no superstructure interactive solution is foreseen in the beam raft foundation system in the program.

*The number of assembly reinforcements in the formwork plan is too high.

This is not understood. What do you mean by the assembly reinforcement in the formwork plan? What did you expect, what was the output? Could you give more detailed information? [quote ="Beyzanur":2ca2m6bx"]*Finally, I set the wall load as 18 cm gas concrete (0.13 t/m2) from the beam settings, but when I look at the beam from the plan, the wall load is shown as 0.19.[/quote] This situation is related to the display and to the best of our knowledge. The load value entered in the beam settings is taken into account. Loads from the analysis model and report can be examined. Good work

 

[Beyzanur]

Superstructure interactive solution is the situation specified in TDY 2007 item 2.2.1.5. If this option is not selected, superstructure and foundation will be solved separately. Whether it is checked or not affects the superstructure analysis results. Currently, rafter raft foundation is in the program No superstructure interactive solution is foreseen in the system.

First of all, I would like to thank you very much, Mr. Levent. I looked at the article you mentioned, but can you talk about the situations where we can make superstructure interactive solutions in more detail?