Customize Consent Preferences

We use cookies to help you navigate efficiently and perform certain functions. You will find detailed information about all cookies under each consent category below.

The cookies that are categorized as "Necessary" are stored on your browser as they are essential for enabling the basic functionalities of the site.... 

Always Active
Strictly necessary cookies are absolutely essential for the website to function properly. These cookies provide the basic functions and security features of the website, anonymously.
Functionality cookies help to carry out certain functions, such as sharing the website content on social media platforms, collecting feedback, and other third-party features.
Performance cookies are used to understand and analyse the key performance indicators of the website, thus helping to provide a better user experience for visitors.

No cookies to display.

Analytics cookies are used to understand how visitors interact with the website. These cookies help provide information on website metrics, such as the number of visitors, bounce rate, traffic source, etc.
Advertisement cookies are used to provide visitors with relevant ads and marketing campaigns. These cookies track visitors across websites and collect information to provide customized ads.

No cookies to display.

Other uncategorized cookies are those that are being analyzed and have not been classified into a category as yet.

No cookies to display.

Share

More information

Version

Associated programs:

Convergence not reached for the loadcase

When analysing connections in CYPE Connect or StruBIM Steel, users may encounter the following warning:

A convergence value for loadcase 'X' cannot be reached. The results are shown for when the Y% of the load is applied.

The program analyses the connection by means of a phased process, applying the load progressively and observing the resulting deformation. In this case, it is indicated that the system remains balanced until the shown percentage of the applied load is reached, at which point the analysis stops converging and a state of equilibrium is no longer reached. In this situation, the program provides the results corresponding to that load point, so that problem areas can be identified and indications of possible necessary modifications can be obtained.

If the load percentage where the problem occurs is very low, this indicates that the connection is poorly designed to withstand those loads, resulting in excessive deformation.

The particular solution for each case is varied and may require a complete redesign of the connection.

For example, in connections with bars attached to other bars or plates with a single bolt, the model may not be suitable, as they may rotate and act as a mechanism. This situation could be solved if the connection has two bolts. However, each case must be evaluated individually.