MasterSeries Blog

MasterFrame


Utilising the stiffness of nominally pinned bases in frame design
Posted on in MasterFrame
Typically a four-bolt column base is usually considered to be a nominally pinned support in structural analysis. However, benefit can be taken from the stiffness of nominally pinned bases to reduce frame deflections and to reduce the effects of the deformed geometry.
Integrated structural steel design using MasterFrame 2019 [WEBINAR RECORDING]
Posted on in MasterFrame
Watch the recording of our latest Webinar and learn how to analyse and design a complex 3D steel structure using the high level of integrated design and optimisation solutions of MasterSeries.
MasterFrame: Vibration design for composite floors and stairs - Webinar
Posted on in MasterFrame
Join us for our next Webinar and learn how to design composite floors and stairs for vibrations using state-of-the-art and accurate finite element based vibration analysis and design.
Comparison of the first- and second-order analysis and the possible effects of the deformation on the analysis results
Posted on in MasterFrame
Modern design codes provide several analysis options to determine the structural deflections and internal forces for dimensioning. These codes define certain usable boundaries, but between them, it is more or less the choice of the engineer which method is the most suitable to the actual design situation. In engineering practice, for building structures, the only analysis types that are likely to be used are first-order (linear static) analysis and second-order (P-delta static) analysis.
How can we determine the sensitivity of a steel frame to second-order effects to Eurocode?
Posted on in MasterFrame
According to Eurocode 3, if the deformed geometry significantly modifies the structural behaviour we have to take into account the influence of the deformation in the analysis. But how can we determine that our structure is sensitive for deformation or not and if it is how can we take into account during the analysis?
Buckling design of steel columns to Eurocode 3
Posted on in MasterFrame
For a compression member, especially if it is a slender steel element, the stability check is the most crucial design situation. In this article, we will show you how to design a steel column with axial compression to Eurocode 1993-1-1.
MasterSeries 2019 has arrived!
Posted on in MasterFrame
The new MasterSeries 2019 offers many enhancements and new features to help you deliver more complex and sophisticated building design and boost your productivity.
MasterSeries 2019: Improved panel loading creation and handling
Posted on in MasterFrame
Line, patch and point loads were considerably enhanced in the MasterSeries 2019 to provide a flexible and user-friendly interface to create complex 3D building models.
Applying complex loading on non-uniform 3D multi-storey buildings - Webinar
Posted on in MasterFrame
Join us for our next Webinar and get to know how to apply complex loading system on non-uniform 3D multi-storey buildings including the wind loads, load patterns and combinations.
Generate your wind loading in a few steps even on a non-standard 3D structure
Posted on in MasterFrame
Defining and modelling standard based wind loading is a very specific and time-consuming task. MasterKey Wind Analysis module, used with MasterFrame 3D frame analysis software makes light work of the complex task of applying wind loading to any structure.