Mathematical Model for Analysis of Uniaxial and Biaxial Reinforced Concrete Columns

Table 5

Biaxial column design results.

Column identifier	Failure condition	Mathematical model	spColumn
		Pc (kN)	Pc (kN)
CB-1	Tension and tension	280	343
CB-2	Tension and tension	262	228
CB-3	Compression and compression	480	415
CB-4	Compression and compression	2132	2035
CB-5	Tension and compression	1291	1142
CB-6	Compression and compression	2852	2805
CB-7	Compression and tension	1993	2081