Comentario
09-25-2018
06:07 AM
- editado
09-25-2018
06:12 AM
09-25-2018
06:07 AM
- editado
09-25-2018
06:12 AM
First, if "overlap length" how Revit deal with (Number with spacing) I think it is basically the same with variable distribution of bars. That is why we are engineers to control it. Second, The additional spacing we always use, because in case the length of bar is 3500 and spacing on it 17bars*200(spacing)+100(additional spacing)=3500mm. Both ideas would increace the speed of reinforcment design. Above all I think we can use formula for additional spacing. In Revit it would be the same bottom. Thank you.