Table 7: Effect of loads cases & ƒ_cu on behavior response of R.C. columns.

Item		ƒcu=30 MPa		ƒcu=60 MPa		ƒcu=90 MPa
Load Case	Load (kN)	Mmin (KN.m)	Asc (mm2)	Mmin (KN.m)	Asc (mm2)	Mmin (KN.m)	Asc (mm2)
1	1400	33.6	1005	33.6	901	33.6	901
2	2100	50.4	4393	50.4	1560	50.4	1300
3	2800	67.2	4418	67.2	2149	67.2	1954
4	3500	84	7830	84	5797	84	2756
5	4200	100.8	15050	100.8	9449	100.8	3464
6	4900	117.6	18689	117.6	13093	117.6	7382
7	5600	134.4	22315	134.4	16742	134.4	11301