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Turkish In the attached project, which I previously solved with smaller column and beam sections in ide 8, I have a shear safety problem in beams. Even when we increase the diameter of the stirrup to 12, there are 5-6 cm stirrup spacings, which is very difficult to implement in the field. I wonder if there is something wrong with the entry or is there a way you can recommend to solve this problem? The building has 2 floors and the plan is quite neat for us, but where is the point where we made a mistake? Project link:
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