×
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

Wind load on minaret

Wind load on minaret

Wind load on minaret

(OP)
What is the best procedure to apply wind loads on 20m high minaret with plan dimensions of 3mx3m? According to ASCE there is a method for "Chimneys, Tanks, Rooftop, Equipment, & Similar Structures"..resulting in concentrated wind force

I shall use this method or the regular method where we apply pressure on areas of walls...

RE: Wind load on minaret

A minaret would be a Similar Structure to a Chimney for wind loading, so I think that provision would be appropriate.

RE: Wind load on minaret

I agree with hokie. Stiffness, surface area, and height of the structure are some of the key differences in what method you choose. Both are likely to be of a masonry/concrete-type stiffness, have roughly the same proportions, and are relatively tall structures.

In Russia building design 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!


Resources