A Study of Ultimate Loading Capacity of Eccentric Compressed Timber Column
Zhou Shizhen
DOI:10.11835/j.issn.1674-4764.1996.02.007
Received ,Revised , Accepted , Available online July 01, 2015
Volume ,1996,Pages 61-76
- Abstract
In this paper, ultimate loading capacity of eccentric compressed timber column and elastic-plastic behaviour of the material of the cross section are considered.An approximate theoretic method dealing with the maximum mid-span deflection of the column when breaking is advanced.As a result, a formula calculating failure deflection of the rectangular cross section is derived. The results of theoretic calculation are well coincident with those of tests.