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Please make a tutorial of steel design parameter, explaining about LY and LZ parameter
Sure, would do.
Thank you,because untill now iam still confused, which technics is used to know which side reflects LY and which part reflects LZ,especially for beams and columns
In your (#10) vedio you told that in roller support fx mx my mz should not constrain but here you only release fx and mz ? Please describe
My thought is he has changed from Space (x,y,z) to Plane (x,y) so Fx and Mz only
Please make a tutorial of steel design parameter, explaining about LY and LZ parameter
Sure, would do.
Thank you,because untill now iam still confused, which technics is used to know which side reflects LY and which part reflects LZ,especially for beams and columns
In your (#10) vedio you told that in roller support fx mx my mz should not constrain but here you only release fx and mz ? Please describe
My thought is he has changed from Space (x,y,z) to Plane (x,y) so Fx and Mz only