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Discussions under General

Modelling a beam with initial tension?

first post: rmore wrote: I want to thank you for the superb library. The additions of sprin...

latest post: epsi1on wrote: Hi, Sorry for delayed answer. Unfortunately it is not possible to m...

Plate Bending Stress

first post: dandre wrote: I created some TriangleFlatShell Elements with the behaviour FlatSh...

latest post: epsi1on wrote: hi, Sorry for delay. Thank you for reporting the problem. I think y...

Dynamic analysis.

first post: kanber_kav wrote: Does this library support dynamic analysis? Could you give me an e...

latest post: epsi1on wrote: Hi, Not completely implemented yet. However it is in progress.

Shear areas (Ay ,Az)

first post: mostafanouh wrote: First of all, Thanks for this great effort I have a question abou...

latest post: epsi1on wrote: Some information exists in this book: Structural Analysis with the...

Cables simulation or workaround (maybe using truss elements)

first post: Alan2 wrote: Hello there. Is it possible to somehow have 'cables' in the simul...

latest post: hframe wrote: I would suggest the most educational thing you could do is: 1 - F...

Planar load distribution to a beam system

first post: shtirlitsDva wrote: Hello all I am sorry, I would like to ask a question not directly ...

latest post: shtirlitsDva wrote: Well, this particular problem I am working with, concerns only dist...

Does anyone know how to formulate plate and shell elements?

first post: epsi1on wrote: Hello, I want to implement a Plate / Shell elements into the libra...

latest post: epsi1on wrote: https://brieffiniteelementnet.codeplex.com/SourceControl/latest#Bri...

answered by: epsi1on wrote: https://brieffiniteelementnet.codeplex.com/SourceControl/latest#Bri...

Large Deflection/P-Delta

first post: sberberic wrote: Hi, Are you still planning to incorporate large deflection method...

latest post: epsi1on wrote: Not sure, Do you want to contribute?!

Torsional constant for noncircular sections

first post: MohamedSalah wrote: calculating Torsional constant J as polar moment of inertia is vali...

latest post: MohamedSalah wrote: Theoretically, I'm not sure what he did. From what I can see, J i...

answered by: MohamedSalah wrote: Sorry for late reply; There's no explicit formula for any section w...

Moment diagram for vertical member

first post: alitorabi wrote: why on vertical member the moment is calculated on Y axis while for...

latest post: epsi1on wrote: Can you tell me approximately how many percent is different at mo...