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Turkish aksualigurbuz
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friends easy Let's come. Good work. In the current version of the project I have sent, there are curtains. As a result of the experiments, the core result was 5 mpa. It was requested to be strengthened at the request of the administration. It was tried to be strengthened based on this, but I could not meet the criteria for immediate use or life safety. I threw symmetrical curtains. However, the other existing curtains still receive strength. Actually, I defined 4 reinforcement curtains on the B and C axis, in the xx direction. however, when I look at the reports (3.10 mt long), even the existing curtains are getting too much shear force from these new curtains. I had to delete the curtains that I had removed because they received a very low shear force. In short, the curtains I designed could not reach the desired shear force level. 2-I made sheathing on the damaged columns next to the reinforcement curtains. However, this time the total shear rate in the curtains decreases from 0.85 to 0.70. It was already at the level of 0.70 in its old state. ) and again, the desired shear force does not come to the reinforcement curtains that I have designed. As a result, I could not achieve the desired level no matter what I did. There were cases where I exaggerated, but I could not get results.Either I am making a big mistake or the results are like this[/ u]. Looking at the results of the report, I only retrofit the bad columns, but I still can't get any results. So even though the current walls are 5 mpa, what can I do. Is there a point that I can't see because I'm constantly looking at the project. and by checking the tab of using the left column as a title, I create a title within itself. If you are interested, I will be glad. Take it easy, good work. If I have mistakes, if you tell me, I will correct them immediately (there are a few, but I could not dwell on them exactly). 3- Regarding the reinforcement of the beams, the following comes to my mind: when the beam is strengthened in practice, the shear force is met. That is, we protect it against shearing. Can we change the material properties of the beams that give errors, that is, change the value from C5 to C16 and increase the shear force. We will wrap it and make it stronger and get the cutting force. I would appreciate it if you could evaluate it. Good luck to everyone...