×
INTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS

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

4 story wood shear wall software recommendations

4 story wood shear wall software recommendations

4 story wood shear wall software recommendations

(OP)
I am working on analyzing a 3 story wood structure that is over 100 years old. It has a basement that has about a 4 ft to 6 ft concrete stem wall at the perimeter. it is 36' x 55'. I have added analysis of interior shear to reduce the loading on the cracked concrete foundation for installation of hold downs. So, now that I have interior shear walls, it looks like a 4 story building. I has always used a spreadsheet we developed that if for 3 stories. Does anyone have a recommendation for the easiest shear wall software to use for multistory wood? I have tried to download woodworks, but I keep getting an error asking to uninstall it. I am also looking at clearcalcs, and digital canal shear wall program.
Replies continue below

Recommended for you

RE: 4 story wood shear wall software recommendations

1) why are you adding shear walls to a 100 year old building?

2) by hand is the best bet, especially for a building that small.

RE: 4 story wood shear wall software recommendations

I'd be more interested in the hold-down calculation than the relatively trivial expansion of a 3 story shear wall spreadsheet to a four story one. There are the woodworks (not the software company) design examples, too.

RE: 4 story wood shear wall software recommendations

What Pham said.
You should be able to do this by hand much quicker than messing with a spreadsheet modification.

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