Bentley Communities
Bentley Communities
  • Site
  • User
  • Site
  • Search
  • User
  • Welcome
  • Products
  • Support
  • About
  • More
  • Cancel
Suvadeep Acharjee

Suvadeep Acharjee

Questions
  • Profile
  • Activity
  • Communities
  • Friends
  • Likes
  • Achievements
  • Bookmarks
  • Blog Posts
  • Questions
  • More
  • Cancel
  • Answered

    STAAD Static Seismic Loads ASCE7-16, incorrect base shear 0

    647 views
    4 replies
    Latest over 1 year ago
    by Patrick Cheung
  • Suggested Answer

    PLATE ELMENTS - CONCRETE POCKETS 0

    338 views
    3 replies
    Latest over 1 year ago
    by Superstar123
  • Suggested Answer

    STAAD support displacement with reference loads 0

    521 views
    4 replies
    Latest over 1 year ago
    by Hans Westerweel
  • Answered

    I have done model of a multistoried building (B+G+14). The analysis is showing some warning about instability. The nodes even do not exist in the Model. Kindly help. Thanks in advance. I am also attaching the model file for the review. 0

    722 views
    8 replies
    Latest over 1 year ago
    by Sanjay Pal
  • Suggested Answer

    Steel member design - Staad Pro SS6 edition 0

    385 views
    2 replies
    Latest over 1 year ago
    by Suvadeep Acharjee
  • Answered

    Exception[access violation]Raised! Aborting Analysis......................Unable to perform analysis 0

    509 views
    4 replies
    Latest over 1 year ago
    by Lokavya Kumar
  • Answered

    **WARNING: ITERLIM too small or too large, reset to 10 +1

    1901 views
    5 replies
    Latest over 1 year ago
    by Suvadeep Acharjee
  • Suggested Answer

    Please help me with the warnings and notes in this model 0

    335 views
    2 replies
    Latest over 1 year ago
    by Thinesh Muthusamy
  • Suggested Answer

    What is the methodology used by STAAD for the calculation of the dynamic stresses (Sx, Sy Sxy) for a plane stress problem after the nodal displacements, velocities, and accelerations are determined using the 10 beta hybrid finite element ? +1

    773 views
    6 replies
    Latest over 1 year ago
    by Suvadeep Acharjee
  • Answered

    PLATE MOMENT IN STAAD PRO 0

    452 views
    3 replies
    Latest over 1 year ago
    by Joseph Lucas Magare
  • Answered

    OUT OF SCALE RESULTS 0

    416 views
    4 replies
    Latest over 1 year ago
    by Suvadeep Acharjee
  • Suggested Answer

    **ERROR- IN READING MEMBER PROPERTIES. CHECK DATA FORMAT CAREFULLY. 0

    345 views
    2 replies
    Latest over 1 year ago
    by Cody Harris
  • Suggested Answer

    WHEN I ASSIGN THE WIND LOAD THE PROGRAM ENCOUNTERED TO PROBLEM AND SUGGEST TO SEND REPORT AND CLOSED. 0

    590 views
    4 replies
    Latest over 1 year ago
    by Abhisek M
  • Suggested Answer

    *ERROR- A MEMBER WEIGHT VALUE ABOVE IS 0.0 0

    670 views
    2 replies
    Latest over 1 year ago
    by Suvadeep Acharjee
  • Suggested Answer

    How to get the max and min forces in each member ? 0

    451 views
    2 replies
    Latest over 1 year ago
    by Abhisek M
<>
Communities
  • Home
  • Getting Started
  • Community Central
  • Products
  • Support
  • Secure File Upload
  • Feedback
Support and Services
  • Home
  • Product Support
  • Downloads
  • Subscription Services Portal
Training and Learning
  • Home
  • About Bentley Institute
  • My Learning History
  • Reference Books
Social Media
  •    LinkedIn
  •    Facebook
  •    Twitter
  •    YouTube
  •    RSS Feed
  •    Email

© 2023 Bentley Systems, Incorporated  |  Contact Us  |  Privacy |  Terms of Use  |  Cookies