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Unable to model continuous footing under wall
VAEngr
Hi, I am trying to model continuous footings under basement foundation walls. Most locations in the building, this is working fine. However, at some locations, such as below, I am unable to do so. What would it take to model the continuous footing…
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Numerical modelling of different applications in Energy Foundation Technology
Micha van der Sloot
Application PLAXIS 2D Version PLAXIS 2D Original Author T. A. Bui, A. Casarella, A. Di Donna, R. B.J. Brinkgreve and S. Brasile Date created 18 November 2020 Date modified 18 November 2020 Energy foundation…
over 2 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Model a Slab on ground Plate mat support Compression only
Kasper Lee
Dear All, I tried to model a piece of equipment slab resting on the ground. I meshed the plate and used foundation support of plate mat with compression only and i am not sure what triggered the warnings such as: **WARNING- JOINT NO. 35 NOT CONNECTED…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Earthquake loading causing significantly large foundation size
manmohit singh
Hi, I am designing a large single storey building along with foundations in Seismic conditions. The load cases i am applying are: 1. EQ X Direction, 2. EQ -X Direction, 3. Eq Z Direction, 4. EQ -Z Direction, 5. Dead Load, 6. Live Load …
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
SIG Series on "Modelling, Analysis and Design of Concrete Buildings"
Abhisek M
SIG Series on "Modelling, Analysis and Design of Concrete Buildings" Join us at the Modelling, Analysis and Design of Concrete Buildings: SIG Series where you learn to use proper modeling techniques of structural elements, Modelling and Advanced Analysis…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD | ADINA Announcements Forum
How can I solve the following issue: 'Not enough load steps [102]' ?
Sander Vanlanduyt
Hi, I am a masterstudent in Construction engineering and currently working on my thesis. I am trying to make a Plaxis 2D model for a soilmix-element with a load-bearing capacity. During the calculation I get the following comment: 'Not enough load…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
Cyclic accumulation and optimisation tool tutorial- help!
Siân McAdam
I'm trying to undertake cyclic loading on a torpedo anchor in PLAXIS. In order to understand how to model cyclic loading on PLAXIS I tried the "PLAXIS 2D Tutorial 08: Cyclic vertical capacity and stiffness of circular underwater footing" (via the link…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
Modelling a wind turbine foundation in PLAXIS 3D
Micha van der Sloot
Application PLAXIS 3D Version PLAXIS 3D Date created 09 April 2015 Date modified 09 April 2015 This movie shows how to model the installation of a wind turbine foundation and how to assign different loading conditions…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Crane Monopile Foundation Analysis
Micha van der Sloot
Application PLAXIS 3D Version 3DFoundation Original Author A. Mar Date created 19 October 2011 Date modified 24 October 2016 This article describes the use of 3DFoundation v2.1 (Plaxis, 2008) to analyse…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
FE-Analysis of piled and piled raft foundations
Micha van der Sloot
Application PLAXIS 3D Version 3DFoundation Original Author J. S. Lebeau Date created 18 October 2011 Date modified 24 October 2016 The report describes various cases that were used to test the embedded…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
3D finite element analyses of deep soil improvement
Micha van der Sloot
Application PLAXIS 3D Version PLAXIS 3D Original Author F. Scharinger, R. Lüftenegger Date created 19 October 2011 Date modified 24 October 2016 Due to the fact that deep soil improvement by rigid inclusions…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Structural Forces from Volumes in PLAXIS 3D
Micha van der Sloot
Application PLAXIS 3D Version PLAXIS 3D Date created 09 April 2015 Date modified 09 April 2015 This movie shows how to use the structural forces from volumes functionality in PLAXIS 3D AE, in order to obtain…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Tutorial 1a - Foundation in overconsolidated clay
Micha van der Sloot
Application PLAXIS 3D Version PLAXIS 3D 2010 Date created 09 May 2011 Date modified 09 May 2011 Tutorial 1a of the reference manual is demonstrated in detail. Interesting for 2D users who would like to know more…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
PLAXIS 3D Tutorial 08: Dynamic analysis of a generator on an elastic foundation
Felipe Fonseca
Application PLAXIS 3D Version PLAXIS 3D Date created 04 Oct 2018 Date modified 27 Feb 2023 In this tutorial, the influence of a vibrating source on its surrounding soil is studied. To reduce the calculation time…
8 months ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
PLAXIS 3D Tutorial 01: Foundation in overconsolidated clay
Felipe Fonseca
Application PLAXIS 3D Version PLAXIS 3D 2013 Date created 04 Oct 2018 Date modified 27 Feb 2023 In this chapter a first application of PLAXIS 3D is considered, namely the settlement of a foundation in clay. This…
8 months ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
PLAXIS 2D Tutorial 14: Dynamic analysis of a generator on an elastic foundation
Felipe Fonseca
Application PLAXIS 2D Version PLAXIS 2D Date created 20 May 2017 Date modified 27 Feb 2023 Using PLAXIS, it is possible to simulate soil-structure interaction. Here the influence of a vibrating source on its surrounding…
8 months ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Back analysis of settlements beneath the foundation of a sugar silo by 3D finite element method
Micha van der Sloot
Application PLAXIS 3D Version PLAXIS 3D Original Author B. Móczár, A. Mahler, K. Lődör, Z. Bán Date created 23 March 2016 Date modified 24 October 2016 In the city of Kaposvár, Southwestern Hungary, a new…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
3D Finite Element Analyses – Interaction between Abutment and Adjacent Earth Embankment of a Modern Railway Bridge
Micha van der Sloot
Application PLAXIS 3D Version PLAXIS 3D Original Author T. Meier, S. Rosner, T. Sembdner, P. von Wolffersdorff Date created 11 June 2014 Date modified 12 July 2018 The Scherkondetal Bridge in Eastern Germany…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Theoretical background of PLAXIS MoDeTo: The PISA project
Miquel Lahoz
Application PLAXIS MoDeTo Version PLAXIS MoDeTo Date created 08 November 2018 Date modified 07 January 2020 PLAXIS MoDeTo implements the PISA design method for the design of monopile foundations for offshore wind…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Error when importing from RAM Frame to RAM Connection
Skylar Calhoun
Hello, I received this message when I went to import my RAM Frame analysis to RAM Connection. I noticed that my load combinations did not appear in RAM Connection, and I was puzzled why. I found that I could generate my loads, but my base plate design…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
New on-demand video for August' Geotechnical Analysis SIG: Offshore monopile foundation in 3D and 1D
Micha van der Sloot
We posted the recording of our August SIG on Offshore monopile foundation in 3D and 1D on the Bentley LEARN server in the Geotechnical Learning Path: https://learn.bentley.com/app/Public/ViewLearningPathDetails?lpId=113626 Learn how PLAXIS can help…
over 4 years ago
OpenGround | gINT | Keynetix
OpenGround | gINT | Keynetix Announcement Forum
one or more lines are too long and will be split into 2 lines
Mohammed azeem
START JOB INFORMATION ENGINEER DATE 08-Aug-19 END JOB INFORMATION INPUT WIDTH 79 INPUT WIDTH 79 OUTPUT WIDTH 118 UNIT METER KN JOINT COORDINATES 1 10 -1.2 0; 2 10.5 -1.2 0; 3 11 -1.2 0; 4 11.5 -1.2 0; 5 12 -1.2 0; 6 12.5 -1.2 0; 7 13 -1.2 0; 8 13.5 -1…
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Error in Staad Foundation Advanced
Bernard Macahig
Kindly help me figure this out pleaseee and please elaborate my mistake if ever thanks
Answered
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
STAAD RCDC FE Videos
Nidhi Valia
RCDC FE Getting Started Click on : https://www.youtube.com/watch?v=39b0-3eovcw&list=PL5LpElzkNC9kImGGzzyWb8CGO27XwQmJT&index=2&t=0s This is an introductory video to RCDC FE. This video covers: 1. Different STAAD and Safe analysis file that can…
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD | ADINA Wiki
Increase Your Digital Productivity with STAAD.Pro CONNECT Edition conducted on Dec. 6, 2018 - Recordings Now Available!
Prita Bhattacharya
The session “ Increase Your Digital Productivity with STAAD.Pro CONNECT Edition ” was conducted on 6th Dec 2018 at the Digital Advancement Academy, Pune, India to demonstrate the improvements to modeling, analysis and post-processing, along with design…
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD | ADINA Announcements Forum
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