Consideration of p-δ Second-Order Effects in RFEM 6 and RSTAB 9
Technical Article
In RFEM 6 second-order effects, including little p-δ, are by default automatically taken into account under Load Combinations when the analysis type is set accordingly. In the second-order analysis calculation, with respect to p-δ, the curvature found locally along a member is taken into account, which is caused by secondary moments as member lateral deflects. This additional curvature can cause increased internal moments and, in turn, increased lateral deflection until the member reaches equilibrium or exceeds the critical buckling load. In RFEM 6 and RSTAB 9, it is possible to calculate Load Cases and Load Combinations according to the various methods of analysis.
Do I need to divide members into multiple segments for p-δ effects to be taken into consideration?
It is not necessary to divide members using nodes into multiple segments to take into consideration p-δ effects. The reason for this is that p-δ effects are not based on nodal displacements.
In the attached example taken from the AISC 360-16 standard [1], RFEM 6 will be compared to the values and verified. Imperial units will be used according to Fig. C-C2.2 Benchmark Problem Case 1. The example consists of a simply supported W14x48 I-beam that has a uniform force of 0.200 kip/ft applied to the major axis. In the image below, this is modeled in RFEM 6.
Then, a variable axial load is applied using separate Load Cases. In the image below, the varied loads and corresponding moments/deflections taken from AISC 360-16 [1] are shown. These values are used and compared for the verification.
A table was created below so the results from AISC 360-16 [1] and RFEM 6 can easily be compared. The closer the ratio is to 1.000, the more accurate the result. As shown in this table, each result matches almost exactly, with only a small discrepancy due to rounding. Lastly, attached below is the RFEM 6 model, available for download.
Author
Alex Bacon, EIT
Technical Support Engineer
Alex is responsible for customer training, technical support, and continued program development for the North American market.
Keywords
Second-order P-Delta RFEM Static Analysis Verified
Reference
Write Comment...
Write Comment...
Contact Us
Do you have further questions or need advice? Contact us via phone, email, chat, or forum, or search the FAQ page, available 24/7.
New
Linear Critical Load Analysis Using Finite Strip Method (FSM)
This article presents the linear critical load analysis of cross-sections in RFEM 6 and RSTAB 9.
Associated Products
Main Program
The structural analysis program RFEM 6 is the basis of a modular software system. The main program RFEM 6 is used to define structures, materials, and loads of planar and spatial structural systems consisting of plates, walls, shells, and members. The program can also design combined structures as well as solid and contact elements.
4,450.00 EUR
Main Program
The structural frame & truss analysis and design program RSTAB 9 contains a similar range of functions as the FEA software RFEM, paying special attention to frames and trusses. Therefore, it is very easy to use and for many years, it has been the best choice for the structural analysis of beam structures consisting of steel, concrete, timber, aluminum, and other materials.
2,850.00 EUR
