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Comparison of Bending Moment of a structure modeled with member and plate entities
Modestas
Applies To Product(s): STAAD.Pro Version(s): ALL Environment: ALL Area: Postprocessing Subarea: Original Author: Bentley Technical Support Group …
5 months ago
RAM | STAAD | ADINA
RAM | STAAD | ADINA Wiki
Safety analysis - Structural Actions
James Marshall
Hi, In the safety analysis (Plaxis 2D) additional displacements that are generated are generally discounted/considered not to have a physical meaning. Is it therefore reasonable to assume that shear forces and bending moments calculated in these stages…
7 months ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
OUT OF SCALE RESULTS
Ignacio Rojas Aráoz
Hello, I am having a problem when modeling a concrete structure of a house. The values I get after running the model are completely out of scale and I don't understand what could be causing it. As can be seen, all the supports are pinned supports and…
Answered
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
PLAXIS - Concrete Diaphragm Quay Walls
Jyotirmoy Sircar
We wanted to know if PLAXIS can model a concrete diaphragm quay wall (wharf) structure. The wharf consists of concrete diaphragm wall on waterside against which the ships dock) and landside and a series of vertical concrete elements called barrettes …
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
Definition of a bending moment as load
Micha van der Sloot
Application PLAXIS 2D Version PLAXIS 2D 2015 Date created 12 January 2012 Date modified 12 January 2012 In PLAXIS 2D, bending moments can be assigned as a value at a specific point to be applied on a plate. The bending…
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
Structural tables for a safety value show no values in PLAXIS 2D 2016.00
Micha van der Sloot
Application PLAXIS 2D Issue status ✔ Solved First Affected Version PLAXIS 2D 2016.00 Found in Version PLAXIS 2D 2016.00 Fixed and Released in Version Solved in a recent version Issue # 5154 Date created…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Changing embedded pile connection type might be not taken into account in the calculation
Micha van der Sloot
Application PLAXIS 3D Issue status ✔ Solved First Affected Version PLAXIS 3D 2012.00 Found in Version PLAXIS 3D 2012.00 Fixed and Released in Version PLAXIS 3D 2016.00 Issue # 18001 Date created …
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Incorrect visualization of bending moment in 2D AE Input
Micha van der Sloot
Application PLAXIS 2D Issue status ✔ Solved First Affected Version PLAXIS 2D AE.00 Found in Version PLAXIS 2D AE.00 Fixed and Released in Version PLAXIS 2D 2015.00 Issue # 21812 Date created 22…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Load factor not applied to bending moment in PLAXIS 2D AE
Micha van der Sloot
Application PLAXIS 2D Issue status ✔ Solved First Affected Version PLAXIS 2D AE.00 Found in Version PLAXIS 2D AE.00 Fixed and Released in Version Solved in a recent version Issue # 22264 Date created…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Embedded pile row connections with interfaces in PLAXIS 2D2012.01
Micha van der Sloot
Application PLAXIS 2D Issue status ✔ Solved First Affected Version PLAXIS 2D 2012.01 Found in Version PLAXIS 2D 2012.01 Fixed and Released in Version Solved in a recent version Issue # 19382 Date…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
3D2012.00: intersection of curved surface with (curved) surface can give wrong results
Micha van der Sloot
Application PLAXIS 3D Issue status ✔ Solved First Affected Version PLAXIS 3D 2012.00 Found in Version PLAXIS 3D 2012.00 Fixed and Released in Version Solved in a recent version Issue # 17591 Date…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
3D Beam: wrong plot for bending moments
Micha van der Sloot
Application PLAXIS 3D Issue status ✔ Solved First Affected Version PLAXIS 3D 2011.00 Found in Version PLAXIS 3D 2011.00 Fixed and Released in Version PLAXIS 3D 2012 Issue # 16625 Date created 27…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Bending moments of tunnels
Micha van der Sloot
Application PLAXIS 2D Issue status ✔ Solved First Affected Version PLAXIS 2D 2010.01 Found in Version PLAXIS 2D 2010.01 Fixed and Released in Version PLAXIS 2D 2011.00 Issue # 14483 Date created …
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Bending of plates
Micha van der Sloot
Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 14 November 2012 Date modified 14 November 2012 This document describes an example that has been used to verify the behaviour of plates in PLAXIS…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Shear deformation in structural elements
Micha van der Sloot
Application PLAXIS 2D Version PLAXIS 2D Date created 20 November 2012 Date modified 20 November 2012 PLAXIS takes into account the shear deformation in structural elements subjected to bending. For the verification…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Bending of axisymmetric plates
Micha van der Sloot
Application PLAXIS 2D Version PLAXIS 2D Date created 16 November 2012 Date modified 16 November 2012 In an axisymmetric analysis, plates may be used as circular plates. This document describes an example that has…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Combined plate results in one chart using Python
Stefanos Papavasileiou
Application PLAXIS 2D Version PLAXIS 2D 2017 PLAXIS 2D CONNECT Edition Date created 30 May 2017 Date modified 18 January 2022 A Python script combining forces and displacements for a single wall into a plot and table…
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Bending plate moment for slab design.
Natthapong Wongjanta
I have been model the plate ,base on same thickness same load, but different mesh size as show on the picture. The result of bending moment are differ (shown on picture). I want to get bending moment value to design reinforcement rebar, but i am not sure…
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Moment diagram varies for typical section
DHINESHKUMAR RAJAVEL
For typical section, moment value varies.. why difference in moment ... plz anyone help me on this issue
Answered
over 5 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RE: how to show bending moment diagram graph of continuous beam?
Sye
The Beam > Graphs page will display the bending moment diagram for one member at a time. However you can display the BMD for the continuous beam following the steps below Have the continuous beam displayed in a view Go to the Postprocessing mode …
over 6 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Difference between hydrostatic and structural bending moments and shears
Jason Forcier
Q: I have a rectangular barge modeled as a line of beams with a uniform load distribution. Why are the structural bending moments and shears not what I get from statics? REV 7.00 A: The difference is the way the loads are applied. The weight is divided…
over 7 years ago
MAXSURF | MOSES | SACS | OpenWindPower
MAXSURF | MOSES | SACS | OpenWindPower - Wiki
Hydrostatic bending moment different from the structural solution
Jason Forcier
Q: Why is the hydrostatic bending moment different from the structural one computed from RAOs? REV 7.05 A: The two results deserve to be different: For the hydrostatic bending moment, MOSES assumes that the wave changes the shape of the water surface…
over 7 years ago
MAXSURF | MOSES | SACS | OpenWindPower
MAXSURF | MOSES | SACS | OpenWindPower - Wiki
Method for bending moment and shear force calculation
Jason Forcier
Q: We conducted the longitudinal strength assessment of a ship with three different softwares, and the maximum bending moments, calculated by two are quite similar. But comparing these maximum bending moments to the ones computed in the MOSES show large…
over 7 years ago
MAXSURF | MOSES | SACS | OpenWindPower
MAXSURF | MOSES | SACS | OpenWindPower - Wiki
RE: HELP!
Sye
There are lot of ways to do that. Here is a screenshot explaining a couple of ways. I would also encourage you to go through a STAAD.Pro training which would help you immensely.
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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