Ultimate Strength Design Charts For Columns with Biaxial Bending

10.14359/7667 ◽  
1966 ◽  
Vol 63 (11) ◽  
1976 ◽  
Vol 3 (4) ◽  
pp. 479-483
Author(s):  
Maher K. Tadros

The object of this paper is to present charts for the ultimate strength design of L-sections subjected to combined normal force and bending. The method of derivation of these charts is briefly described. It is general and applicable to other odd-shaped sections. It also conforms to the basic assumptions adopted in the CSA Standard A 23.3-1973. The charts can be used either for the determination of the dimensions of the section or for the check of its capacity.


1976 ◽  
Vol 3 (3) ◽  
pp. 466-473
Author(s):  
D. A. Ross ◽  
W. F. Chen

The design code, Canadian Standard S16.1-1974, permits ultimate strength design steel H columns subjected to axial load and biaxial bending moment. However, this is permitted only for sections in which the flange width to section depth ratio is equal to or greater than 0.8. In this paper a simple modification to the previous formulas is proposed which enables the restriction on flange width to section depth ratio to be removed so that they are also applicable to steel I columns.


1961 ◽  
Vol 87 (7) ◽  
pp. 305-311
Author(s):  
John G. Merkle ◽  
M. Gregory ◽  
A. A. Eremin

Author(s):  
Yew-Chaye Loo ◽  
Sanaul Chowdhury

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