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Turkish abdullahparmak
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We cannot make gutters in steel roof projects. Even if we define it as a polygon section and draw it as a beam, it does not give correct results in the analysis. There is always a deflection problem in the profiles we put under it as a carrier. Although there is a groove location option in the truss, it cuts the truss in diameter, resulting in mounting uncertainty. Since the gutter is important on the roofs, I want it to be arranged as a macro where the calculation is made with its carrier