A thin plate is fully fixed on the left end and loaded by uniform pressure. Plastic material is considered for the calculation.
Do you have any questions?
.png?mw=350&hash=c6c25b135ffd26af9cd48d77813d2ba5853f936c)
Length: 00:08:02 min
Length: 00:00:39 min
Length: 00:00:30 min
Length: 00:00:24 min
Length: 00:00:32 min
Length: 00:00:36 min
Length: 00:02:14 min
Customer Project
Length: 00:00:20 min
Customer Project
Length: 00:00:30 min
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.
In this article, you will learn how to model and design cable structures in RFEM 6 or RSTAB 9.
The ASCE 7-22 Standard [1], Sect. 12.9.1.6 specifies when P-delta effects should be considered when running a modal response spectrum analysis for seismic design. In the NBC 2020 [2], Sent. 4.1.8.3.8.c gives only a short requirement that sway effects due to the interaction of gravity loads with the deformed structure should be considered. Therefore, there may be situations where second-order effects, also known as P-delta, must be considered when carrying out a seismic analysis.
This article presents the basic concepts in structural dynamics and their role in the seismic design of structures. Great emphasis is given to explaining the technical aspects in an understandable way, so that readers without deep technical knowledge can gain an insight into the subject.
In RFEM and RSTAB, you can visualize the flow field quantities of pressure, velocity, turbulence kinetic energy, and turbulence dissipation rate for the wind simulation.
The clipping planes are aligned with the respective wind direction.
In the ultimate configuration of the steel joint design, you have the option to modify the limit plastic strain for welds.
Using the "Base Plate" component, you can design base plate connections with cast-in anchors. In addition to plates and welds, the design analyzes the anchorage and the steel-concrete interaction.
In RFEM, you can generate surfaces from members with the library cross-sections as well as from the members with the RSECTION cross-section.
Can I display node coordinates in my model?
Has the RF-TOWER add-on module for RFEM 5 already been added to RFEM 6?
RFEM calculates more slowly on my new computer than on the old one. What might be the cause, and how can I change it?
Where can I find my customer number in RFEM or RSTAB?
I get a warning that a file created with RFEM, RSTAB, or RSECTION contains a virus or a Trojan horse. What should I do?
Is it possible to change the properties of members or surfaces, such as their location, in the individual construction stages?
