FAQ 003316 EN
I have entered a line hinge in the center of the surface, and the bending moment is not equal to zero at the line hinge. What is the reason?
Answer
If the line hinge has been defined correctly, the problem may be in the incorrect support definition.
Keywords
Line hinge Moment Release Bending moment Internal force Basic internal force Surface internal force
Downloads
Contact us
Did you find your question?
If not, contact us via our free e-mail, chat, or forum support, or send us your question via the online form.
Recommended Events
Timber Beam and Surface Structures | Part 1: Modeling, Load Input, Combinatorics
Webinar 4 May 2021 2:00 PM - 3:00 PM CEST
Eurocode 3 | Steel structures according to DIN EN 1993-1-1
Online Training 6 May 2021 8:30 AM - 12:30 PM CEST
Eurocode 2 | Concrete structures according to DIN EN 1992-1-1
Online Training 12 May 2021 8:30 AM - 12:30 PM CEST
Eurocode 5 | Timber structures according to DIN EN 1995-1-1
Online Training 20 May 2021 8:30 AM - 12:30 PM CEST
RFEM | Structural dynamics and earthquake design according to EC 8
Online Training 2 June 2021 8:30 AM - 12:30 PM CEST
Stability Design in Steel Construction with RFEM and RSTAB
Webinar 1 December 2020 2:00 PM - 2:45 PM CET
Videos
Models to Download
Knowledge Base Articles

New
In RF-/FOUNDATION Pro, the user can freely select the proportion of the relieving soil pressure by means of the factor kred.Screenshots
Product Features Articles

New
Depending on stiffness, mass, and damping, structures react differently to wind action.
Frequently Asked Questions (FAQ)
-
Why are my steel members not being designed for stability in RF-STEEL AISC?
- When using the "Apply support reactions as load" function, I get the message "No surface was selected on which the load should act." What is the background of the message?
- Is it possible to design bidirectional ribbed plates, unidirectional ribbed plates, or hollow core slabs in RFEM?
- Is it possible to set user-defined values when viewing solid stress results?
- I would like to calculate and design "temporary structures." What do I need for this?
- Which programs can I use to calculate and design power plants?
- In the filter settings for the values on surfaces, you can display a certain range of results and hide the rest. How can I hide a certain range of values and display the rest?
- What is the best way to consider steel fiber reinforced concrete with the structural analysis program RFEM?
- I would expect the results from my load combination (CO) set to a linear analysis to equal the summation of the results from my load cases (LC) also set to a linear analysis. Why do the results not match?
- Which Dlubal Software programs are required to calculate membrane and tensile structures?
Customer Projects