Comparison of Bending Moment of a structure modeled with member and plate entities
Applies To
Product(s):
STAAD.Pro
Version(s):
ALL
Environment:
ALL
Area:
Postprocessing
Subarea:
Original Author:
Bentley Technical Support Group
…
Safety analysis - Structural Actions
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…
OUT OF SCALE RESULTS
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…
PLAXIS - Concrete Diaphragm Quay Walls
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 …
Definition of a bending moment as load
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…
Structural Forces from Volumes in PLAXIS 3D
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…
Structural tables for a safety value show no values in PLAXIS 2D 2016.00
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…
Changing embedded pile connection type might be not taken into account in the calculation
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 …
Incorrect visualization of bending moment in 2D AE Input
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…
Load factor not applied to bending moment in PLAXIS 2D AE
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…
Embedded pile row connections with interfaces in PLAXIS 2D2012.01
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…
3D2012.00: intersection of curved surface with (curved) surface can give wrong results
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…
3D Beam: wrong plot for bending moments
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…
Bending moments of tunnels
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 …
Bending of plates
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…
Shear deformation in structural elements
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…
Bending of axisymmetric plates
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…
Combined plate results in one chart using Python
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…
Bending plate moment for slab design.
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…
Moment diagram varies for typical section
For typical section,
moment value varies.. why difference in moment ...
plz anyone help me on this issue
RE: how to show bending moment diagram graph of continuous beam?
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 …
Difference between hydrostatic and structural bending moments and shears
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…
Hydrostatic bending moment different from the structural solution
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…
Method for bending moment and shear force calculation
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…
RE: HELP!
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.