Rebar and rebar length text height and width

MustafaAkın20

New Member
Hello, My first question is, can we set the piece length of the reinforcement to a smaller height apart from the type of reinforcement and the total length of the drawing, apart from the text height? In other words, the height of the 12Q8 L:450 lettering of a pillar on the floor is 4.8, for example, can we reduce the height of the straight and twisted lengths of this reinforcement to 3 cm or 2 cm? My second question is, can we narrow the width as we can adjust the height of the text? Or we can only choose according to the fonts. For example, arial narrow rather than arial is narrower and better in width. Finally, while designing reinforced concrete stairs, I do not mark any support on the edges of the stairwell in the stair support condition, I don't know if I'm doing the right thing. Or can all edges automatically detect and apply the program support condition? Thanks in advance...
 
"MustafaAkın20":1pxh8rid" said:
Hi, My first question is, can we adjust the length of the reinforcement piece by piece to a smaller height apart from the reinforcement type and the total length text height? Can we reduce the height of the straight and bending lengths of the property to 3 cm or 2 cm
Hello, Completely break the reinforcements in the formwork plan with the "Detach Object" command. Select the reinforcement text. Click on the Select Similar line from the right-click menu. Select the Layer option in the dialog that opens, Click OK. -All reinforcement texts will be selected. -Press CTRl+E keys on the keyboard. The text settings dialog will open. Enter the text height value you want. Click OK.
"MustafaAkın20":1pxh8rid" said:
My second question is to specify the font height. can we narrow the width as we can adjust it? Or we can only choose according to the fonts. For example, arial narrow rather than arial is narrower and better in width.
Font width cannot be changed. It depends on the font.
"MustafaAkın20":1pxh8rid" said:
Finally, when designing reinforced concrete stairs, I don't mark any supports on the edges of the stairwell in the stair support condition, I don't know if I'm right. Or does the program automatically detect and apply the support condition for all edges? It should be stated that the edge of the stair is attached to the element that needs to be supported, only that element, other carrier elements should be left blank.
 
Thank you for your interest. In my last question, I asked about the edges in the stairwell. Since those edges are free, we are not marking any support elements, are we? Good work
 
"MustafaAkın20":1sgdlupi" said:
Thanks for your attention. In my last question, I asked about the edges of the stairwell. Since those edges are empty, we do not mark any support elements, right? Good work
If the stairwell is not supported by any bearing element, leave the edges blank good work
 
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