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  • Plaxis 3d - steel cap

    Hi ! I would like to ask, if I model a temporary deep excavation using plate elements with one row of temporary steel strut's with cap, should I increase the moment of inertia of the cap according to parallel axis theorem (Steiner)? Standard…

  • plate properties (PLAXIS 2d vs PLAXIS 3D)

    Hello, I have a question about the plate properties in PLAXIS. In 2D, there is a specific input as "unit weight (w)" and in 3D, there is another specific unit weight as " unit weight (gamma)". I know how to get the unit weight for PLAXIS 3D but for…

  • How can I assign properties of Anchor Rod and Steel Sections (H-beam/C-channel) for along a cantilever sheet pile wall in PLAXIS 2D?

    I used anchor to define 12mm tie rods at 3m and 6m depth along the sheet pile. For calculating EA, I considered E = 2E8 KN/m2 and A = 0.000113 m2. Therefore EA = 22600 KN/m3. Is it the right approach top assign tie road also I am getting more displacement…

  • Material datasets for plates: sheet pile wall in bending

    Application PLAXIS 3D Version PLAXIS 3D Date created 07 November 2011 Date modified 07 November 2011 This is based on the Engineering Example as described in the PLAXIS 3D 2011 Material models manual. In PLAXIS…
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