Interline Publishing
 info@interlinepublishing.com +91 98867 328 23 / 24 / 25   +91 80 2333 2824 Sign Up   Sign In
Interline Publishing
Skip to Reader

Procedure video

     
Chapter 15 * Analysis of Columns
SUBJECT : Civil Enginnering
AUTHOR : Dongre A P
PUBLISHED ON : 11/02/19
NUMBER OF PAGES : ( 16 Pages)
PRICE : Rs 8

Column is a compression member, which is subjected to axial force or eccentric force, which causes either direct stress or direct and bending stress. If load on column is excess then the column is likely to buckle and this nature of buckling differs from its end conditions. A column can be either short, medium or long depending on mode of its failure. A column which fails due to crushing is called short column. These column do not buckle due to axial load. Medium column fails due to both direct stress and buckling stress and in long columns failure is due to buckling.


 
Home
About Us
Payments
Contact Us
Claims
Help
Advertising Guidelines
Safe and Secure Payment
All major credit and debit cards are accepted.
Policies: Terms of Use | Privacy    Copyright © 2019 Interline Publishing. All rights reserved.