A CALCULATION OF THE ECCENTRICALLY LOADED BRICKWORK WITH BIAXIAL BENDING IN TERMS OF ULTIMATE STRENGTH DESIGN METHOD
Zhang Deshan
DOI:10.11835/j.issn.1674-4764.1988.02.009
Received ,Revised , Accepted , Available online July 01, 2015
Volume ,1988,Pages -
- Abstract
This paper suggests a calculation formula for eccentrically loaded brickwork or column with biaxial bending in terms of ultimate strength design method. The coefficients of the formula, are compiled as design charts so that the formula can be directly used for design of this kind of structural members.