FAQ 004388 EN
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New
Comparing Results with Defined Limit by Using RF-/LIMITS
With the LIMITS module, it is possible to compare the ultimate limit state of members, member ends, nodes, nodal supports and surfaces (RFEM only) on the basis of a defined ultimate limit state. Furthermore, nodal displacements as well as cross-section dimensions can be checked. In this example, the column bases of a carport are to be compared with the maximum allowable forces specified by the manufacturer.
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Depending on stiffness, mass, and damping, structures react differently to wind action.
- Which Dlubal Software programs can I use to calculate and design timber structures?
- For a truss with the steel lower flange and timber diagonals, I would like to design the connection of the diagonals. Is this possible?
- How many members can be connected to a node in RF-/JOINTS Timber - Steel to Timber and what is the minimum angle between the members?
- Is it possible to automatically consider the flexibility of the fasteners in the RF-/JOINTS Timber - Steel to Timber module when determining the internal forces?
- How can I change the shear correction factor kcr in RF‑JOINTS Timber - Timber to Timber?
- Can I change the cutting angle for the "Main member only" joint type?
- How can I control an overpressed joint in the ridge?
- Which material model should be assigned to a timber contact solid?
- Which result combinations can I design with the RF‑/JOINTS Pro program and what should I pay attention to?
- There is a note in the RF-/JOINTS Timber - Steel to Timber add-on module saying that the member length is too short. What is the minimum length and how to avoid the problem?
Associated Products
Main Program
Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids and contact elements
3,540.00 USD
Main Program
The structural engineering software for design of frame, beam and truss structures, performing linear and nonlinear calculations of internal forces, deformations, and support reactions
2,550.00 USD
Add-on Module
Design of timber members according to the American standard ANSI/AWC NDS
1,120.00 USD
Add-on Module
Design of timber members according to the Brazilian standard NBR 7190:1997
1,120.00 USD
Add-on Module
Timber design according to Eurocode 5, SIA 265 and/or DIN 1052
1,120.00 USD
Add-on Module
Design of timber members according to the Canadian standard CSA O86-14
1,120.00 USD
Add-on Module
Design of timber members according to the South African standards SANS 10163-1:2003 and SANS 10163-2:2001
1,120.00 USD
Add-on Module
Design of timber members according to the American standard ANSI/AWC NDS
1,120.00 USD
Add-on Module
Design of timber members according to the Canadian standard CSA O86-14
1,120.00 USD
Add-on Module
Design of timber members according to the Brazilian standard NBR 7190:1997
1,120.00 USD
Add-on Module
Timber design according to Eurocode 5, SIA 265 and/or DIN 1052
1,120.00 USD
Add-on Module
Design of timber members according to the South African standards SANS 10163-1:2003 and SANS 10163-2:2001
1,120.00 USD
