Helpful Questions & Answers

Back to FAQ

Figure 01 - Input in RSTAB and RFEM

Figure 02 - Iput in RX-TIMBER

Back to FAQ

002745

RX‑TIMBER Glued‑Laminated Beam

RX-TIMBER Roof

RX-TIMBER Continuous Beam

I just have to calculate an open hall with low roof loads and relatively high wind loads compared to it. In theory, a design of the bottom flange for buckling/toppling would have to be performed. Unfortunately, there is no combination of 1.0 * G +1.5 * W.

Answer

Additional combinations of reasonably stable actions can be considered in RSTAB / RFEM by using the Combination Expressions window (see Figure 1) and in RX-TIMBER with Window 1.4 (see Figure 2).

Keywords

favorable permanent actions favorable action

Reference

[1]	Manual RFEM. (2018). Tiefenbach: Dlubal Software.
[2]	Manual RSTAB. (2013). Tiefenbach: Dlubal Software.

Contact us

Did you find your question?
If not, contact us via our free e-mail, chat, or forum support, or send us your question via the online form.

Ask Individual Question

+49 9673 9203 0

info@dlubal.com

Was this information helpful?

Yes No

Associated Products

Display Product Family

Helpful Questions & Answers

I just have to calculate an open hall with low roof loads and relatively high wind loads compared to it. In theory, a design of the bottom flange for buckling/toppling would have to be performed. Unfortunately, there is no combination of 1.0 * G +1.5 * W.

Answer

Keywords

Reference

Contact us

Was this information helpful?

Associated Products

RFEM 5.xx

RSTAB 8.xx

RX-TIMBER Glued-Laminated Beam 2.xx

RX-TIMBER Roof 2.xx

RX-TIMBER Continuous Beam 2.xx