Bentley Communities
Site
Search
User
Site
Search
User
Welcome
Products
Support
About
More
Cancel
ARIF AHAMED
Likes
Profile
Activity
Communities
Friends
Likes
Achievements
Bookmarks
Blog Posts
Questions
More
Cancel
RE: Eccentric Column Problem
Kush
Hi, You can use offset command from General > Specs > Beam > Offset. The assigned beam will be moved by the defined magnitude and direction while maintaining same end conditions with the connected members. A sample is included where offsets are assigned…
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RE: structure analysis with staad pro
Rajat
You need to activate Advanced Analysis Engine from the STAAD.Pro Start page
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Floor Load within a Member Group
ARIF AHAMED
Hello Everyone, Please guide me on how to apply floor load using member group.
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Command for dividing plate elements
ARIF AHAMED
Hello Everyone, As we all know that dividing surface mesh is a easy task we only just need to invoke a command for surface division in the Input file but I find dividing the plate element is really a time taking process, so is their any quicker and…
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RE: 3D Rendered View
Sye
I don’t think there is any way to change colors for entities for the 3D rendered view but here is what you can do. Go to View > Set Structure Colors and set the colors for the Structural Entities as explained in the picture below Subsequently you…
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Recruitment for Scenario Services Usability Lab
Jean-Philippe Beaumont
Hello, I'm Jean-Philippe and I work for Bentley Systems on the User Experience (UX) team. I'm recruiting participants for a usability lab for Scenario Services . Scenario Services is a product that automates the process of analyzing structural models…
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
PDELTA Analysis
Modestas
Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Analysis Solutions Subarea: PDelta Analysis Original Author: Bentley Technical Support Group…
11 months ago
RAM | STAAD | ADINA
RAM | STAAD | ADINA Wiki
RE: Accidental torsional moment vs. natural torsional moment staad
Sye
This is commonly referred to as the direction factor and is basically a factor that is applied on the input spectrum data, in addition to the scale factor. A factor of 1 would mean that the spectrum values you have input, after being multiplied by the…
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RE: Repeat Load
Sye
Please refer to both the wikis below for answers to your questions http://communities.bentley.com/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/29299.difference-between-a-load-combination-and-a-repeat-load …
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Comment on Wishing you a happy STAAD.Pro festive seaon.
Carlos Aguera
Let me know if you would like a copy of the STAAD model.
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD | ADINA Blog
RE: How to create the profie
Sye
You can model this using a mesh of plates. Each tapered arm and the stiffener plates should be meshed individually. Ensure that these plate mesh share common nodes which would ensure connectivity. If you imagine this to be somewhat like a back to back…
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RE: BOX CULVERT
Biswatosh
You may follow the attached link as shown below communities.bentley.com/.../31296.box-culvert-analysis-in-staad
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RE: Confusion regarding plate element and generating mesh
Sye
If I am understanding your question correctly you are asking about the difference between Add Plate and Generate Surface Mesh and which one to use to generate a concrete slab. To begin with, a slab has to be modeled using a mesh of plates. You should…
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
>