×
INTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS

Contact US

Log In

Come Join Us!

Are you an
Engineering professional?
Join Eng-Tips Forums!
  • Talk With Other Members
  • Be Notified Of Responses
    To Your Posts
  • Keyword Search
  • One-Click Access To Your
    Favorite Forums
  • Automated Signatures
    On Your Posts
  • Best Of All, It's Free!

*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail.

Posting Guidelines

Promoting, selling, recruiting, coursework and thesis posting is forbidden.

Students Click Here

30 ft moment frame on top of 100ft structure SDC D

30 ft moment frame on top of 100ft structure SDC D

30 ft moment frame on top of 100ft structure SDC D

(OP)
I am designing a 30 ft high metal building on top of another steel structure that is 100 ft tall (by others),the site is located on SDC D, The baseplate will be pinned and bolted to a steel beams of the 100 ft structure, the purpose of the structure is to enclos machinery. According to Chapter 11, this structure can be designed under Chapter 15 for nonbuilding structures. However, there's an exception in Chapter 12 allowing the use of single-story OMF with unlimited height for this type of building. Additionally, Chapter 15 permits OMF with unlimited height but with seismic coefficients equal to 1.

Some questions I'm grappling with:

-Which chapter is more suitable for this structure?
-Does the upper portion qualify as a single story and therefore be designed according to Chapter 12?
-Designing it as a nonbuilding structure will result in a seismic load 3.5 times higher than designing it as a building structure (R=1 vs R=3.5). Does that seem accurate?
-This is my first time designing a structure with this scenario. Are there any special design considerations I should be aware of?

RE: 30 ft moment frame on top of 100ft structure SDC D

I think I would look at finding the floor spectrum for your superstructure. Basically, you apply the ground motion on your steel structure find the acceleration response of your steel structure (on top) and use that acceleration as ground motion for your superstructure. I would build a 2D model for this analysis.

Red Flag This Post

Please let us know here why this post is inappropriate. Reasons such as off-topic, duplicates, flames, illegal, vulgar, or students posting their homework.

Red Flag Submitted

Thank you for helping keep Eng-Tips Forums free from inappropriate posts.
The Eng-Tips staff will check this out and take appropriate action.

Reply To This Thread

Posting in the Eng-Tips forums is a member-only feature.

Click Here to join Eng-Tips and talk with other members! Already a Member? Login



News


Close Box

Join Eng-Tips® Today!

Join your peers on the Internet's largest technical engineering professional community.
It's easy to join and it's free.

Here's Why Members Love Eng-Tips Forums:

Register now while it's still free!

Already a member? Close this window and log in.

Join Us             Close