You have the option to exclude objects such as members, surfaces, and so on, from the design by load combination (CO)/result combination (RC). You can enter the data in the 'Objects to Exclude' tab of the table. Thus, you can design certain objects only with certain load combinations. This option is available in all design add-ons with the exception of the 'Steel Joints' add-on.
Product Feature
Length: 00:01:11 min
Length: 00:54:09 min
Length: 00:36:14 min
Length: 00:01:18 min
Product Feature
Length: 00:00:34 min
Product Feature
Length: 00:00:42 min
Length: 01:06:40 min
Length: 00:02:14 min
Product Feature
Length: 00:00:34 min
In this article, you will learn how to model and design cable structures in RFEM 6 or RSTAB 9.
This article describes and explains the influence of bending stiffness of cables on their internal forces. Furthermore, the text provides information on how this influence can be reduced.
To evaluate whether it is also necessary to consider the second-order analysis in a dynamic calculation, the sensitivity coefficient of interstory drift θ is provided in EN 1998‑1, Sections 2.2.2 and 4.4.2.2. It can be calculated and analyzed using RFEM 6 and RSTAB 9.
For the ultimate limit state design, EN 1998‑1, Sections 2.2.2 and 4.4.2.2 require a calculation considering the second‑order theory (P‑Δ effect). This effect may be neglected only if the interstory drift sensitivity coefficient θ is less than 0.1.
.png?mw=350&hash=8fc237a9514dc1ee27fc3b16976d3662a9ca8b45)
You have the option to exclude objects such as members, surfaces, and so on, from the design by load combination (CO)/result combination (RC). You can enter the data in the 'Objects to Exclude' tab of the table. Thus, you can design certain objects only with certain load combinations. This option is available in all design add-ons with the exception of the 'Steel Joints' add-on.
The design results of the add-ons can be optionally displayed in the tables by design situations. This allows you to evaluate the results in great detail.
In the combination wizard, you can create final result combinations using auxiliary combinations. In the case of models with many load cases (for example, moving loads for bridges), you can use this option to generate result combinations that are more transparent and thus easier to check.
In RFEM and RSTAB, you have the option to export several printout reports into a PDF file.
You can find this function in the Navigator – Data.
The bending moments of members are displayed very small. How can I enlarge them?
How can I define a line load for only part of a member?
What is the meaning of the error message "Incompatible calculation options" for members with linear section distribution (tapers)?
Is it possible to reduce the memory requirements of a printout report in RFEM 6 and RSTAB 9?
Why do I only obtain the total reinforcement in the Results navigator under "Required Reinforcement", and no result for the top and bottom reinforcements separately?
How can I change the units of result values?
