Jump to content
CIVILMANIA

Effective Length Factors of Compression Members


Guest
 Share

Recommended Posts

posté par bentafat_rachid

effective Length Factors of

Compression Members

The concept of the effective length factors of columns has been well established and widely used by

practicingengineers andplays animportant role incompressionmember design. The most structural

designcodes andspecifications have provisions concerning the effective lengthfactor. The aimof this

chapter is to present a state-of-the-art engineering practice of the effective lengthfactor for the design

of columns in structures. In the first part of this chapter, the basic concept of the effective length

factor is discussed. And then, the design implementation for isolated columns, framed columns,

crossing bracing systems, latticed members, tapered columns, crane columns, as well as columns

in gable frames is presented. The determination of whether a frame is braced or unbraced is also

addressed. Several detailed examples are given to illustrate the determination of effective length

factors for different cases of engineering applications.

http://www.zshare.net/download/43229757b388b1

Link to comment
Share on other sites

Join the conversation

You can post now and register later. If you have an account, sign in now to post with your account.
Note: Your post will require moderator approval before it will be visible.

Guest
Reply to this topic...

×   Pasted as rich text.   Paste as plain text instead

  Only 75 emoji are allowed.

×   Your link has been automatically embedded.   Display as a link instead

×   Your previous content has been restored.   Clear editor

×   You cannot paste images directly. Upload or insert images from URL.

 Share

×
×
  • Create New...