×
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

Shear wall collector load path

Shear wall collector load path

Shear wall collector load path

(OP)
Hi all,

Long time lurker here and happy to finally decided to join the forum.

I am currently involved in a townhouse alteration in NYC and I have to design the lateral force resisting systems based on the architectural plans. This building is approximately 20'W x 50'L x 40'H (typical residential building). As always, the front and rear facades are more than 50% of window and door openings. So my best options are to utilize the interior shear walls. However, for one of the shear walls, I have a stair opening on the way of the collector. I was wondering if I can still analyze and design it as collector. Please see sketch attached.

My guess is that: lateral force >> diaphragms >> beams 1 and 2 >> beam 3 >> collector >>shear wall.

If it isn't the case, how will the lateral load be transferred to the shear wall in the current setting? Or that it is not working and I will have to find a new shear walls elsewhere.


RE: Shear wall collector load path

You'll need to extend a collector in line with beam 3 to the front and back walls. That'll give you a number of sub diaphragms that will all work together to get the loads to the shear walls.

Take a look at Malone's Analysis of Irregular Shaped Structures Diaphragms. Here's an article he wrote for WoodWorks. In the article, look at Figure 3. Your diaphragm essentially this and its mirror image joined along line 1.

RE: Shear wall collector load path

(OP)
Thank you! I did read about this literature a while ago and it never crossed my mind of imagining it in mirror views.

Now it is making a lot of senses to me.

RE: Shear wall collector load path

No problem. Best of luck to you.

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