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Turkish ömer yavuz
New Member
Good Day Everyone, As seen in the photo, there are ruptures in the support areas of the side trusses of the big building and it causes the problem of section insufficiency. There is no such problem with internal scissors. I couldn't understand why. In addition, when I define a different support in places where there is a break, the problem disappears, for example, both are movable supports. Can you help me? Thanks in advance.