• MACRO FOR GENERATING WIND LOAD IN STAAD PRO

    SMD_GAURAV MANDAGE_4839
    SMD_GAURAV MANDAGE_4839
    any one have the macros excel sheet prepared by mr. Surojit Ghoesh pl mail me at gauravmandage143@gmail.com
    • 12 days ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Note indicating floor diaphragm is to be defined before wind definition

    Abhisek M
    Abhisek M
    Applies To Product(s): STAAD.Pro Version(s): ALL Environment: ALL Area: Modeling Solutions Subarea: Loading Original Author: Sye Chakraborty, Bentley Technical Support…
    • 2 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • HOW TO FIXED THIS PROBLEM "**WARNING-fx fy fz wind forces: 4.4589E-02 0.0000E+00 0.0000E+00"

    Ruel Cepeda
    Ruel Cepeda
    Good day! How to solve this warning? I already set the range of application in the load cases details, still no avail to fix this one. Thanks.
    • 4 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Wind Load on Tapered Section -reg.

    Dani Paul
    Dani Paul
    Dear Colleagues, current version : STAAD.Pro CONNECT Edition - Version 22.12.00.142 there was a situation where we had to find out the lateral forces due to wind on a light pole (tapered profile) and provide suitable support for the same. Wind was…
    • 6 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Modifying a Wind Load definition in the GUI

    Modestas
    Modestas
    Applies To Product(s): STAAD.Pro Version(s): ALL Environment: ALL Area: Modeling Solutions Subarea: Loading Original Author: Modestas Turulis, Bentley Technical Support…
    • 5 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • STAAD Wind Load Generator

    rafanan maranea
    rafanan maranea
    Regarding wind load generator in STAAD Pro V 22.06.00.138 My structure is simply a box structure but when using wind load generator applied to a group, the wind load generated in +X and -X as well as +Z and -Z have a discrepancy. It seems that loads…
    • 10 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Structural System - Parapet Height in each direction

    Hunter Butler
    Hunter Butler
    How hard would it be to implement an X-Direction and Y-Direction parapet height? We work on many projects where we'll end up creating two models b/c the height differences can be pretty drastic between the two and using the higher of the two would be…
    • 11 months ago
    • RAM | STAAD | ADINA
    • RAM Structural System
  • STAAD - EUROCODE WIND GENERATOR FOR DUOPITCH ROOF STRUCTURE

    Mohammed Othman
    Mohammed Othman
    Hello Does anyone have a code or a macro to generate wind loads automatically in STAAD using Eurocode 1991-1-4 for a long duopitch roof structure ? I only have the IS875 in the drop down options for 'Wind Load Generator'. I tried to apply the…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Why Am I Unable to Edit the Design Code in My Wind Load Definition?

    Modestas
    Modestas
    Applies To Product(s): STAAD.Pro Version(s): 22.08.00.175 Environment: N/A Area: Modeling Solutions Subarea: Loading Original Author: Bentley Technical Support Group…
    • 5 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • NO MEMBERS LOADED FOR A WIND LOAD GENERATION

    F.DC
    F.DC
    I cant seem to find the error causing this warning: * WARNING- NO MEMBERS LOADED FOR A WIND LOAD GENERATION. I have a similar wind load in the opposite direction (Windward) but it didnt caused an error. I have this type of warning 4 times in my wind load…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Wind Speed does not match in the command editor and wind definition window. How do I make them match?

    Xuan Nguyen
    Xuan Nguyen
    I have been inputting the wind speed in the wind definitions menu and it keeps revering from 145 mph to 108 mph when I click apply. I've deleted the entire wind definition and re-input it in again but the value is still stuck on 108 mph. I can see that…
    • Answered
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Clarification on how RAM Frame handles parapet exposure

    Andrew DeWilde
    Andrew DeWilde
    I am a bit confused on how ram handles parapet exposure so I wanted to be sure I was interpreting correctly. In the user manual, it says that "parapets are only considered when the building steps, that is, the extent of the level above perpendicular…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Wind Projected Area on Angular Members

    Btb
    Btb
    Hi, I am modelling an open structure with angular sections as the vertical members (Telco tower). However I found that the wind forces on the angles are a bit large. So I did a test model to compare a tube 100x100mm and an equal angle 100x100mm, applied…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Wind load generator skipping a wall panel

    Matthew Criste
    Matthew Criste
    STAAD Wind load generator is skipping a wall panel on the left side of my model and projecting it into space, while right side has no problems. Both left and right side have similar properties and modelling so I really have no idea what the problem is…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Elements CONNECT Edition v16.2 Release Notes

    Carlos Perez
    Carlos Perez
    RAM Elements CONNECT Edition v16.02.00.88 Release Notes – Updated July 2020 Enhancements : 1. New options to automatically mesh members to perform P-δ analysis. The analysis dialog now includes two options to configure how the members will be automatically…
    • 1 month ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Wind load in STAAD Pro Using Indian Code IS 875 for RCC Residential multistorey building

    C0797
    C0797
    In staad we dont have indian wind load definition for calculating wind load kindly help How to implement Wind load in STAAD Pro Using Indian Code IS 875 for RCC Residential multistorey building , if any ref. available please share pdf or staad …
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Wind load not generating with area that have more than 4 members

    Xuan Nguyen
    Xuan Nguyen
    Hello, I am updating an existing warehouse and the wind load generator does not seem to be applying where there is more than 4 members making an enclosed space. Please see the picture for reference. Any assistance would be appreciated.
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Wind Load Application- Incorrect?

    Sye
    Sye
    For wind loading on closed structures, the software needs to have closed panels made of beam elements on all sides or beam elements on all sides except one which may be defined as supports. In your case such panels are not formed. Also you may know that…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Applying wind loading on plates

    Sye
    Sye
    Applies To Product(s): STAAD.Pro Version(s): ALL Environment: ALL Area: Modeling Subarea: Wind Load Generation Original Author: Sye Chakraborty, Bentley Technical Support…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • RE: Wind Load Generator

    Sye
    Sye
    The factor is basically to provide the user with an option to multiply the generated wind load, in case required. It is not specific to open structures. For automatic wind load generation as per ASCE 7, force coefficients Cf are used by the software in…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Wind load on Open Structure

    Sye
    Sye
    In case it helps, the following wiki will point you to the appropriate sections of the help that deals with wind load generation http://communities.bentley.com/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27194…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Create Wind Definition & Assign Wind Load for Bridge (AASHTO 2012)

    Sye
    Sye
    Sorry if the instructions were not clear enough. Within the Reference Materials in that same help page, the last item is the Wind Load tab. If you click on that you will find details on how to apply the load. That page also refers to section 5.32.12 of…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Create Wind Definition & Assign Wind Load for Bridge (AASHTO 2012)

    Sye
    Sye
    Here are some pointers. Since you already know the intensity of pressure, you can directly feed that data into the intensity vs height data from inside Definitions > Wind Definitions. For details on how to do this, you may go to Help > About STAAD.Pro…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • ASCE Wind Load Generation

    DBek
    DBek
    Hi all, If I am using the wind load generator to generate a load on a structure that is located at a high elevation, but I do not want to account for wind speed acceleration up a hill or escarpment as the structure being evaluated is located on another…
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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