Showing results for tags 'risa'. - Engineer Boards
Jump to content
Engineer Boards

Search the Community

Showing results for tags 'risa'.



More search options

  • Search By Tags

    Type tags separated by commas.
  • Search By Author

Content Type


Forums

  • Welcome
    • Introduce Yourself
    • Advertising on engineerboards
  • Vendor Forums
    • EB.COM vendor list
    • Vendor Display
    • Vendor Giveaways / eb.com Deals
  • Exam Discussion
    • Anything about the PE Exam
    • PE Exam Results
    • LEED, PTOE, PMP
    • The FE Exam
    • Anything about the RLS Exam
  • PE Exam Prep Forum
    • Civil Engineering PE Exam
    • Mechanical
    • Electrical
    • Environmental Exam
    • Structural
    • Chemical Exam
    • Fire Protection Exam
    • Materials and Metallurgical Engineering
  • Technical Discussions
    • EB.COM Salary Surveys
    • General Engineering
    • Civil Engineering
    • Electrical
    • Mechanical
    • Public Agency Employees
  • General Discussion
    • Shoot the Breeze
  • Swap Shop
    • Job Postings
    • Yard Sale
    • Continuing Education

Product Groups

  • Supporting Member
  • Registered Vendor
  • Banner Advertising
  • Engineerboards stickers

Categories

There are no results to display.

There are no results to display.


Find results in...

Find results that contain...


Date Created

  • Start

    End


Last Updated

  • Start

    End


Filter by number of...

Joined

  • Start

    End


Group


AIM


MSN


Website URL


ICQ


Yahoo


Jabber


Skype


Location


Interests


Engineering Field

Found 3 results

  1. Hello everyone, I am required to analyse a building that has both steel framing for the first few floors and is then continued upwards as a concrete structure. I was able to use AISC's direct analysis method to check the deflections in the steel framing and check the members using reduced EI properties. When I get to checking concrete, the code doesn't give an explicit method on how to do something similar to that shown in AISC. My understanding is that I can use moment magnifiers or run the analysis with P-delta turned on. My goal is to analyse the entire model in one fashion, and I'm interested in finding out how to analyse the concrete structure with P-delta. 1) Would sway/non sway not matter when P-delta analysis is done? In AISC, they mention that k doesn't matter in P-delta analysis. 2) Is the iterative method to find EI applicable for concrete as well? I'm using RISA 3D to perform the analysis. I would appreciate any help as I do not have a lot of experience in dealing with concrete structures. Thanks, Vishal
  2. We have a file that is crashing Revit 2016 midway through the export to RISA, using the RISA-Revit Link. All software is on the same machine and update to the latest version. I am currently working with RISA and Revit support departments. Any advice?
  3. Has anyone found success in transfterring from Revit to Risa? I have found all sorts of problems in the transfer - and I'm not optimistic that it will ever be nice. I'm a little concerned because the principal structural engineer may think it's an untapped benefit, and I hate to be the killer of progress...
×
×
  • Create New...