A600P
Guest
Hello, I open here discussion as regards reinforced concrete.
are not very experienced user of the software in question, therefore allego file explanatory of the problem: on tekla 2023 creating a design (pusante dx on beam in c.a. Armed with component n°63 --> production drawing) I properly modified in the window "ownership magazine" the vestments that interest me.
As both longitudinal armor and brackets belong to groups, they assume the same characteristics (e.g. 2 ø20/179) but of course if this is good for the brackets it is not for the arm. long. of which no one cares about the distance but simply being labeled for e.g. 2 ø20.
thanks in advance for possible help.. .
are not very experienced user of the software in question, therefore allego file explanatory of the problem: on tekla 2023 creating a design (pusante dx on beam in c.a. Armed with component n°63 --> production drawing) I properly modified in the window "ownership magazine" the vestments that interest me.
As both longitudinal armor and brackets belong to groups, they assume the same characteristics (e.g. 2 ø20/179) but of course if this is good for the brackets it is not for the arm. long. of which no one cares about the distance but simply being labeled for e.g. 2 ø20.
thanks in advance for possible help.. .
