Richard

@DavidCarlisle @UlrikeFischer @daleif I created a question regarding the problem I mentioned: tex.stackexchange.com/questions/726567/…

@UlrikeFischer Ok

:)

I thought it was a simple question with simple solution, sorry

Does anyone know?

I would like to have some consistency in the table.

The only difference is that in the rows below I used \multicolumn

Why sometimes Latex add space in math mode and sometimes not?

Hello guys, can I kindly ask a question?

Hello guys, is there a math font "switcher" for \mathrm{} as for example \textrm and \rmfamily?

@AlanMunn Ok, thank you

@AlanMunn I changed a little bit the dimensions. Hopefully it will not be a problem.

@AlanMunn I created the question. Here is the link:

@AlanMunn I would say only one. I can make a question if you want.

imgur.com/FEDmd7M

@AlanMunn Ok, I made a better example. As you said the first implicit entries are meant to be implicit, since it is not necessary for me and I only need the depths and branches in my first sent image. In this picture I added a new branch to make it clear.

I will try to make a better example

@AlanMunn Exactly as you said

@AlanMunn I do not understand exactly what you mean.

@AlanMunn The main problem is that the input entries are pretty long, so it would not fit in the all text width. That is the reason I wondered if there is a vertical tree propagation, instead of horizontal. But thank you for the response 🙂.

@AlanMunn Simply speaking it is a list mixed with a tree diagram. The forest package does not create this kind of design. I only wondered if somebody has already created something similar. The 2 entries are a group and the third entry can be for example a different group.

@DavidCarlisle Ok, thank you

@DavidCarlisle Should I use Tikz for it?

@mickep How?

@UlrikeFischer Ok, thank you.

Hello everyone, just a simple question. Can loading packages inside an own created package cause some problems?

@mickep My supervisor is not an expert in LaTeX. He sees only the output.

@DavidCarlisle I am novice to LaTeX and I am self-learner as well, so there are a lot of things not clear to me. 3 months ago I used only WYSIWG software and I am not a pure programmer, so obviously I am probably doing a lot of mistakes. Sorry for that 😐.

@mickep There are teachers and teachers.

@JosephWright I can say that to my supervisor

@DavidCarlisle Maybe I will try with tabular* without vertical rules.

@DavidCarlisle Yes, I know. I read it in the beginner's guide by Stefan Kottwitz as well. Despite everything the all mankind use them.

@DavidCarlisle I had problems with vertical rules

@DavidCarlisle I do not know other options to get a table with a dimension of textwidth 😐

@DavidCarlisle The fact is that I have 1 table par page, so to create more space I enlarged to the maximum space provided.

@DavidCarlisle It still works pretty well, sir. Even if it was not designed for that.

@mickep I do not mean there is a norm, which restricts the font. Simply the norms are written in this way. I can obviously change it, but I wanted to keep the same pattern.

@mickep What do you mean?

@mickep Furthermore I encountered some problems and I solved them by using the protect command. I still do not quite understand what a fragile and a robust command means or moving argument, since I started from LaTeX. Still I do not really know if it is worth to go though TeX.

@mickep It could be, but in the technical engineering norms in Czech republic they use this approach for some reason.

@mickep To make the column with scientific quantities more readable (a lot of subscripts and superscripts).

@JosephWright But I have only table on page without text

@AlanMunn Ok, thank you for the advice. Moreover I am using the tabularx environment to achieve always the full textwidth. In the documentation it is recommended to not use the multicolumn command through a X column. What does it really mean? Because I used multicolumn in a specific cell of a X column to change the table preamble and it worked.

@TeXnician Because I have mathematical symbols and stuff in the column like square roots

Does anybody has experience in calculation of load capacity spur gears by ISO 6336-3?

Hello everyone, I have a question regarding gear profile manufacturing process. Can this be an adequate chat room for this topic?