×
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!
  • Students Click Here

*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

Jobs

vibration for 30m span beam

vibration for 30m span beam

vibration for 30m span beam

(OP)
sspkee (Structural) Apr 7, 2003
I have a 30m span composite floor (steel beam with precast plank & topping) to be designed and would appreciate someone can advise me in the forcing frequency for Fibration Design of Floor Structures.
A range of value is suggested in NBC 1995 Cananda Code. However what is the appropriate forcing frequency for
a.) Ball room
b.) Pleanary Hall that for speeches and music events (not for pop concert)
c.) any reference for the suggested values?

Thank you
 

RE: vibration for 30m span beam

Dear sspke,

Please, try www.aisc.org  ;
After entering into the web site, go to FREE DOWNLOADS then STEEL TIPS..You will find there you want..

See You,

ERKAN

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!


Resources