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Amy Heilig, PE
CEO – USA Subsidiary | Sales Engineer
Software for Aluminum and Lightweight Structures
Questions about this topic? Mia answers immediately!
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Main Program RFEM or RSTAB
Recommended Add-on Products for Aluminum Structures
Construction Stages
Construction Stages Analysis (CSA) for RFEM 6
Add-On
The Construction Stages Analysis (CSA) add-on allows for considering the construction process of structures (member, surface, and solid structures) in RFEM.
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.
Great Product and Top Customer Support
Excellent product… even though it's a requirement of some designers, this is one of the few programs on the market that performs the design of aluminum sections. Customer support is top-notch and always ready. I recommend this program!
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Ing. Pasquale Ottaviano
Technical Manager, Tiziano Lunardi Srl
Via Paina, 14, 37045, Legnago (VR)
Italy
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NIO User Experience Center in Hefei, China
A new User Experience Center has been added to the well-known NeoPark in Hefei, China. Like the NIO logo, the structure's upper half symbolizes the sky and the lower half the earth – a truly beautiful building.
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Project Location
Hefei, China
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Software
RFEM 6
More About Customer Project
© Wenpeng Zhao and Shanghai Cima Engineering Consulting Co., Ltd
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Integrated Standards for Aluminum and Lightweight Structures
Standards for Aluminum Design
EN 1999-1-1:2013-12 (Eurocode 9)
ADM 2020 (US standard)
GB 50429 | 2007-10 (Chinese standard)
Annexes for EN 1999-1-1
DIN EN 1999-1-1/NA:2021-03 (Germany)
ÖNORM EN 1999-1-1/NA:2017-11 (Austria)
SN EN 1999-1-1/NA:2015-01 (Switzerland)
BDS EN 1999-1-1/NA:2014-05 (Bulgaria)
BS EN 1999-1-1/NA:2014-03 (United Kingdom)
CEN 1999-1-1/2013-12 (European Union)
CYS EN 1999-1-1/NA:2019-08 (Cyprus)
CZE EN 1999-1-1/NA:2015-09 (Czech Republic)
DS EN 1999-1-1/NA:2019-09 (Denmark)
ELOT EN 1999-1-1/NA:2013-12 (Greece)
EVS EN 1999-1-1/NA:2014-01 (Estonia)
HRN EN 1999-1-1/NA:2015-02 (Croatia)
I.S. I. 1999-1-1/NA:2015-01 (Irland)
ILNAS EN 1999-1-1/NA:2013-12 (Luxembourg)
IST EN 1999-1-1/NA:2014-03 (Iceland)
LST EN 1999-1-1/NA:2014-03 (Lithuania)
LVS EN 1999-1-1/NA:2015-01 (Latvia)
MSZ EN 1999-1-1/NA:2014-04 (Hungary)
NBN EN 1999-1-1/NA:2014-01 (Belgium)
NEN EN 1999-1-1/NA:2014-01 (Netherlands)
NF EN 1999-1-1/NA:2016-07 (France)
NP EN 1999-1-1/NA:2014-11 (Portugal)
NS EN 1999-1-1/NA:2014-04 (Norway)
PN EN 1999-1-1/NA:2014-05 (Poland)
SFS EN 1999-1-1/NA:2018-01 (Finland)
SIST EN 1999-1-1/NA:2014-05 (Slovenia)
SR EN 1999-1-1/NA:2015-01 (Romania)
SS EN 1999-1-1/NA:2013-12 (Sweden)
STN EN 1999-1-1/NA:2014-05 (Slovakia)
TKP EN 1999-1-1/NA:2010-01 (Belarus)
UNE EN 1999-1-1/NA:2014-01 (Spain)
UNI EN 1999-1-1/NA:2014-02 (Italy)
My name is Mia: Your 24/7 AI Assistant
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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.
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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].
This article demonstrates how to initiate and conduct the analysis in the software, followed by a short discussion of the underlying concept.
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.
In the ultimate configuration of the steel joint design, you have the option to modify the limit plastic strain for welds.
The "Base Plate" component allows you to design base plate connections with cast-in anchors. In this case, plates, welds, anchorages, and steel-concrete interaction are analyzed.
In the "Edit Section" dialog box, you can display the buckling shapes of the Finite Strip Method (FSM) as a 3D graphic.
How can treating a connection as fully rigid result in an uneconomical design?
Is it possible to consider shear panels and rotational restraints in the global calculation?
A steel joint in my model is non-designable. How can I get more information to find the cause?
I am calculating a column that is restrained at the base, held in the head in the X-direction, and can buckle in the Y-direction. I have set the effective lengths using nodal supports. In the design, the values of the effective lengths for the calculation are both the same L_ (cr, z) = L_ (cr, y) = 2.41 m. What am I doing wrong?
What is the Function of Chained Analysis Diagram?
I am using the Steel Design add-on. Can I define the cross-section class manually?
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