How to combine Moving Load with other existing Loads
Applies To
Product(s):
STAAD.Pro
Version(s):
ALL
Environment:
ALL
Area:
Modeling Solutions
Subarea:
Loading
Original Author:
Sye Chakraborty, Bentley Technical Support…
6. Moving Load - Two-span Bridge
The Demo Example number 6. Moving Load - Two-span Bridge has a THA - Time History Analysis of a Moving Load for a very simplified structure including damping. The structural system simulates a steel composite two spans bridge and Rayleigh-Damping coefficients…
WARNING-NO MEMBERS IN SPECIFIED VERTICAL RANGE - in STAAD.Pro moving load generation
Applies To
Product(s):
STAAD.Pro
Version(s):
ALL
Environment:
ALL
Area:
Modeling Solutions
Subarea:
Loading
Original Author:
Sye Chakraborty, Bentley Technical Support…
Moving Load Generator- Trailing Vehicle
Dear sir,
I am having a bridge span of 120m and I want to run a moving load as per IRC. While trying, only one vehicle is running from one end to another end. How to create a trailing vehicle with a specific nose to tail spacing option. Is there any…
UDL as moving load?
Is there any direct or indirect option in STAAD pro to apply UDL as moving load?
Moving load applied to wrong member
I am having trouble applying a moving load to a specific member in my model.
The model is a temporary bridge support pier. It is a plane frame. The pier consists of three steel columns, steel cross-bracing in one bay, and a steel pier cap. On top of…
Live Load Analysis is NOT Running
Hi, Dear All,
Please see the attached model I created. The analysis is not running with some errors which I can not fix. Please help.
Thanks,
Dong
longit model.STD
How to model moving loads to simulate train-induced vibrations
Application
PLAXIS 3D
Version
PLAXIS 3D CONNECT Edition V20
Date created
25 October 2018
Date modified
2 February 2021
General
This following demonstration video intends to illustrate the use of movement functions…
Traffic Loads: simulating a moving load
Application
PLAXIS 3D
Version
PLAXIS 3D 2012
Date created
31 January 2013
Date modified
31 January 2013
In this movie, we will show how to set up a dynamic calculation of traffic loads. The loads will be measured…
3D Modelling of Train Induced Moving Loads on an Embankment
Application
PLAXIS 3D
Version
PLAXIS 3D
Original Author
M. Shahraki, M.R.S. Sadaghiani, K.J. Witt, T. Meier
Date created
01 October 2014
Date modified
24 October 2016
Increasing traffic intensity and train…
Erroneous Shear in transverse members due to Moving load
Staad Input:
STAAD SPACE START JOB INFORMATION ENGINEER DATE 26-Sep-18 END JOB INFORMATION INPUT WIDTH 79 UNIT METER MTON JOINT COORDINATES 15 -0.9 9 0; 16 -0.9 9 16.61; 28 52.58 9 16.61; 2347 52.58 9 0; 12797 33.86 9 0; 12801 37.86 9 0; 12822 33.86…
Moving load with load combinations
I'm referring to an old response . Would it be technically correct and easier to check which generated load causes the maximum stresses from a crane dedicated model then reflect the corresponding critical load location on the main structure model to be…
**WARNING-A MOVING LOAD THAT WOULD HAVE BEEN APPLIED BEYOND THE X AND Z RANGES
Applies To
Product(s):
STAAD.Pro
Version(s):
ALL
Environment:
ALL
Area:
Modeling Solutions
Subarea:
Loading
Original Author:
Sye Chakraborty, Bentley Technical Support…
how to apply moving load using BS code
Dear Engineers,
I have working on Bridge design...
Is it possible to apply moving load (HA and HB ) in Bridge deck using BS code...
Can any one help me on this issue and tell me how to apply those load plz.../
I am unable to find it...
RE: Vehicle Defination
You can directly define your wheel loads using the option as shown below. All details related to the input are available in section 5.31.1 of the technical reference manual titled Definition of Moving Load System. In addition, for your reference, there…
RE: How to apply consider braking load for bridge super structure
Yes as of now the option using notional load, as outlined in the wiki below, is the only option.
http://communities.bentley.com/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/25708.how-to-apply-horizontal-moving…
RE: Error "Not Enough Space" When adding predefined load to moving load?
The issue was that you were trying to add a load case to a generation that was not defined ahead of the generation. I moved the load case 146 ahead of the load generation and renumbered it to load case 1. The load generation now works fine with the load…
RE: Bridge superstructure load rating
I have attached a std file with moving load generation using a HS20 truck ( modified the Example 12 ). You can find more details on moving load generation as part of Help > Contents > Application Examples > American Examples > and refer to Example 12…
How to view the generated moving loads
Applies To
Product(s):
STAAD.Pro
Version(s):
ALL
Environment:
ALL
Area:
Postprocessing
Subarea:
Original Author:
Sye Chakraborty, Bentley Technical Support Group
…
Re: Moving loads with load combinations
You should use the ADD LOAD option as explained below for combining other existing load cases with generated moving load cases. If you need to add multiple such cases to the generation, you have to ensure that you define REPEAT LOADs ( and not LOAD COMBINATION…
Unable to use the Moving Load functionality
Applies To
Product(s):
Microstran
Version(s):
V8i
Environment:
N/A
Area:
Licensing
Original Author:
Payel Sasmal, Bentley Technical Support Group
Problem Description …
Moving Loads on Plates
Applies To
Product(s):
STAAD.Pro
Version(s):
ALL
Environment:
ALL
Area:
Load Generation
Subarea:
Moving Load
Original Author:
Sye Chakraborty, Bentley Technical Support…
Distributing the wheel loads to the members of the deck
Applies To
Product(s):
STAAD.Pro
Version(s):
ALL
Environment:
ALL
Area:
Modeling Solutions
Subarea:
Loading
Original Author:
Kris Sathia, Bentley Technical Support Group…
Moving Load on Slab
Dear All,
I want to check a structure due to Dead Load, Live Load and Moving Load.
SInce there are load on slab, so I create a dummy beam to cater this issue (let say for brickwall stands on slab).
Then the problem is with Moving Load. As we know…