[Retracted] Response Surface Methodology Approach to Predict the Flexural Moment of Ferrocement Composites with Weld Mesh and Steel Slag as Partial Replacement for Fine Aggregate

Table 3

Comparison of experimental and predicted results.

Designation	Ultimate load (kN)		Moment capacity (kNm)
	Exp	RSM	Exp	RSM
FCWM01	2.50	2.25	166.67	147.31
FCWM02	2.80	2.81	186.67	185.15
FCWM03	2.80	2.92	186.67	187.81
FCWM04	2.80	2.81	186.67	185.15
FCWM05	2.55	2.73	170.00	175.24
FCWM06	2.55	2.81	170.00	185.15
FCWM07	1.60	1.14	106.67	76.07
FCWM08	2.00	1.74	133.34	113.60
FCWM09	2.80	2.81	186.67	185.15
FCWM10	0.90	1.32	60.00	87.72
FCWM11	0.70	1.06	46.67	70.32
FCWM12	3.30	3.45	220.00	221.13
FCWM13	2.80	2.81	186.67	185.15