beamless flooring

[yakubu]

hello guys, 1- why does the program take small spans into account when checking the thickness of the slab without beams? 2- I am interfering with the account axis myself, it does not take into account the openness value I have written? 3- What does the support type column mean in the thickness verification table in the floor reports, (it says without panels.) 4- Why can't we verify punching in panel elements? For example, a 20/140 curtain! Do I need to enter this element as a colon or not? waiting for your help....good work.

 

[HakanŞahin]

hello friends, 1- Why does the program take small spans into account when checking the thickness of non-beamed slabs?

In non-beamed slabs, the span to be considered in the minimum slab thickness may not always be clear. control, there is a general algorithm that finds the gaps between the columns...

2- I am interfering with the account axis myself, it does not take into account the span value I have written? I am waiting for your help....good work

This possibility was put into the program based on 1 It will be examined why it doesn't work in your project.

3- What does the support type column mean in the thickness verification table in the slab reports,( it says without a panel.)

"Without panel" means no column header and the slab is according to ts500 It enters ln/30 control without header. When the column header with thickness is defined in all columns, the floor will be paneled. In this case, the thickness control will enter ln/35 control according to ts500. . (We will change those messages to Headed, Untitled for more clarity)

4. Why can't we verify punching in panel elements? For example, a 20/140 curtain! Do I need to enter this element as a colon?

This is a request in our notes. You can enter that element as a column