Do you have any questions about Dlubal products or need assistance in selecting the right one for your project?
I'm here to help. You can easily reach me through the contact options provided below.
Looking forward to hearing from you!
Amy Heilig, PE
CEO – USA Subsidiary | Sales Engineer
Analysis Software for Cold-Formed Sections
Solutions for Cold-Formed Sections
Recommended Products for Cold-Formed Sections
Support and Learning
We provide professional support and many services in order to help you with finding a quick and efficient solution for your projects.
Powerful Calculation Software
RSTAB is a very powerful calculation software, as it allows the designer to model any type of structure in a very academic and scrupulous way, with the simplicity and practicality that is needed in the profession. It's easy to obtain an analysis model very close to reality without many input difficulties.
Ing. Cristiano Silvestri
Civil Engineer, Mesh Ingegneria Srl
Via dei Mutilati e Invalidi del Lavoro, 120, Ascoli Piceno
Italy
.png?mw=192&hash=f63e4a3f1836233005de32f60201d5392e507cf1)
Markas Headquarters in Bolzano, Italy
The structure, which is over 40 m (131 ft) high, serves as the new headquarters for the service company Markas, located in Bolzano. Markas initiated the design project bid in 2016 and ATP presented the winning bid. It was the first building in Italy to receive the prestigious WELL Gold certification.
-
Project Location
Bolzano, Italy
-
Software
RFEM 5
More About Customer Project
© ATP/Becker
Outdated Products
SHAPE-THIN | Thin-Walled and Cold-Formed Cross-Sections
The SHAPE‑THIN stand‑alone program determines the section properties of open or closed thin‑walled and cold-formed cross-sections, icluding stress analysis and plastic design.
My name is Mia: Your 24/7 AI Assistant
How may I help you today?
.png?mw=80&hash=24e105a767cf2e175614b729c2d2fa1673e4e81b)
Didn't receive assistance from Mia? Please reach out to our support teams:
Technical Support | Sales Team
Technical Support | Sales Team
Duration: 02:50:31 min
Duration: 00:00:54 min
Duration: 02:48:58 min
Duration: 00:01:00 min
Duration: 00:00:27 min
Duration: 00:49:22 min
.png?mw=350&hash=c6c25b135ffd26af9cd48d77813d2ba5853f936c)
Duration: 00:02:51 min
Duration: 00:00:46 min
Product Feature
Duration: 00:00:59 min
Dlubal_KohlA_]_LI.jpg?mw=350&hash=21d94ec9a723c608496e9e95a21bb1309ab5067a)
.png?mw=350&hash=6f0d685d7bb16d5b49dfc3e9a323beba888a3b4e)
Dlubal_KohlA_]_LI.jpg?mw=350&hash=d43473ab01992859ccffbb1254b61a07610a2a25){kind=logo}
For reinforced concrete components and structures with structural behavior considerably influenced by the effects of the second-order analysis, Eurocode 2 provides the general method based on a nonlinear determination of internal forces according to the second-order analysis (5.8.6), as well as the approximation method based on the nominal curvature (5.8.8).
The aim of this technical article is to perform a design according to the general design method of Eurocode 2, using the example of a slender reinforced concrete column.
The aim of this technical article is to perform a design according to the general design method of Eurocode 2, using the example of a slender reinforced concrete column.
This article explores the importance of considering joint-structure interaction in modeling and design and how to do it in RFEM 6 and RSTAB 9.
.png?mw=512&hash=4a84cbc5b1eacf1afb4217e8e43c5cb50ed8d827)
This article provides a comprehensive overview of essential seismic analysis methods, explaining their principles and applications, as well as the scenarios in which they are most effective
The weld stresses between surfaces can be determined using the Stress-Strain Analysis add-on in RFEM 6. Furthermore, the stress limit determined according to the applicable standard can be input to determine the stress ratio of the weld. This article focuses on the fillet weld design according to AISC 360-22 [1] with two examples from AISC Volume 1: Design Examples [2].
-gigapixel-standard_v2-2x.jpg?mw=350&hash=9166b062b07ae89e60417bff40b33fe9043f9d5e){kind=tracking}
.jpg?mw=350&hash=20552b6bcc144d0afee09acfcb26064488ed263e)
.jpg?mw=350&hash=13c1866b992b7c0d6754ad58cc10434a5b3fe8e7)
.jpg?mw=350&hash=e036680c49a47e8bd426d4d54e7f1b2ba5eb927c)
The "Nonlinear Material Behavior" add-on includes the Anistropic | Damage material model for concrete structural components. This material model allows you to consider concrete damage for members, surfaces, and solids.
You can define an individual stress-strain diagram via a table, use the parametric input to generate the stress-strain diagram, or use the predefined parameters from the standards. Furthermore, it is possible to consider the tension stiffening effect.
For the reinforcement, both nonlinear material models "Isotropic | Plastic (Members)" and "Isotropic | Nonlinear Elastic (Members)" are available.
It is possible to consider the long-term effects due to creep and shrinkage using the "Static Analysis | Creep & Shrinkage (Linear)" analysis type that has been recently released. Creep is taken into account by stretching the stress-strain diagram of the concrete using the factor (1+phi), and shrinkage is taken into account as the pre-strain of the concrete. More detailed time step analyses are possible using the "Time-Dependent Analysis (TDA)" add-on.
In the Concrete Design add-on, you can determine the required longitudinal reinforcement for the direct crack width analysis (wk).
For the design of reinforced concrete members, there is the option to automatically determine the number or diameter of rebars.
Want to automatically consider steel joint stiffness in your global RFEM model? Utilize the Steel Joints add-on!
Activate joint-structure interaction in the stiffness analysis of your steel joints. Hinges with springs are then automatically generated in the global model and included in subsequent calculations.
How do I display some results of all load cases in the printout report but other results of selected load cases only?
Is it possible to set user-defined values when viewing solid stress results?
"During the calculation of material non-linearity, the material with a decreasing branch of the diagram can be calculated with one load increment only." Why do I get this error?
The calculation of my model results in unrealistically high stresses at many locations. What can be the reason for this?
Is it also possible to enter the temperature for a surface in the XZ plane by using the height (variable in Z)?
Are the models and presentations from Info Day 2019 freely available, and can you send them to me?
_1.jpg?mw=350&hash=ab2086621f4e50c8c8fb8f3c211a22bc246e0552)
-querkraft-hertha-hurnaus.jpg?mw=350&hash=3306957537863c7a7dc17160e2ced5806b35a7fb)
