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Turkish Hello there; In my attached project, I see that stirrups in columns and beams are very common. Could this be due to an error? Is there any way to optimize it more? Another question I have is when I look at the project quantity, I see that there is approximately 71 tons of reinforcement. My total construction area is 1680 m2. According to this area and according to the design criteria in the project, is this reinforcement an economical solution? How can I decide this? I will be grateful if you could help me. Thanks.
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