Beam Wall Loads

[yılmaz polat]

While taking the calculation report, it takes the wall loads defined on the beams as if the wall were 250 cm high. I mean my floor height is 285 cm, 50 cm of which is the beam height, the wall height is 235 cm. or my floor height is 350 cm, my beam height is 50 cm, my wall height is 300 cm. but idecad takes my wall height as 250 cm on both of them. Isn't this a wrong approach?

 

[Levent Özpak]

Re: BEAM WALL LOADS Hello, the height of the wall loads defined in the Settings/Load Library dialog can be determined by the user. Good work

 

[yılmaz polat]

thank you. good work.

 

[HSELCUK]

good work the change we made from the load library affects all floors. Do we enter manually for floors of different heights? It would be more convenient if we could set each floor differently.

 

[Mühayhan]

Re: BEAM WALL LOADS

Hello, the height of the wall loads defined in the Settings/Load Library dialog can be set by the user.Good work

Levent, well, the stud beams are main Why is the single load transferred to the beams not shown in the calculations, is there a solution to this?

 

[meraklı]

Stud beams do not unravel separately from main beams. They are calculated together with the system as a whole. You can look at the shear forces at the junction of these beams with the main beams.

 

[Levent Özpak]

Re: BEAM WALL LOADS

Mr. Levent, why is the single load transferred by the stud beams to the main beams not shown in the calculations, is there a solution for this?

Hello, Detailed information is given about

You do not have permission to view link Log in or register now.

Good work

 

[sereze]

If you enter new material and create a load for each type of wall. You can also choose the option you want for each floor.