| Design
Generally, LTB performs the analysis according to the equivalent member method described in DIN 18800, part 2. A separate dialog box allows you to define detailed settings for the design:
Calculation According to Vogel/Heil You can apply this method to determine the - required shear panel stiffness Sreq
- critical lateral buckling force Ncr
- critical bending moment Mcr.
This plastic-plastic method of calculation is only applicable for pinned supports with uniaxial bending together with a load introduction on the upper flange. If the requirements are not fulfilled, for example in case of biaxial bending, LTB displays an error message. Furthermore, it is possible to set the reduction factor kM for the bending moments My to 1.0 by conservative assumption if a rotational restraint is available.
Non-Designable Internal Forces It is possible to neglect non-designable internal forces to exclude them from the analysis if the quotient of design force and plastic capacity falls below a certain value. In this way, you can ignore for example a low moment about the minor axis to avoid applying the method for biaxial bending.
Application Rule According to DIN 18800 Part 2, Element (320) and Element (323)
Automatic Determination of z If you want to determine the factor used for the determination of the ideal elastic critical moment Mcr automatically, you can select one of the following options: - Numerical solution of elastic potential
- Comparison of moment distribution diagrams
- Australian code AS 4100-1990
- U.S. standard AISC LRFD
When comparing the moment distribution diagrams, you can take advantage of the library with more than 600 diagrams listed in tables. |