Influence of Fly Ash, Bottom Ash, and Light Expanded Clay Aggregate on Concrete

Table 4

Load versus deflection of control specimen.

Load (KN)	Deflection (mm); (0% replacement of fly ash, bottom ash, and LECA)
	Left	Middle	Right
0	0	0	0
3.92	0.21	0.252	0.194
7.84	0.284	0.324	0.284
11.77	0.42	0.54	0.5
15.69	0.58	0.756	0.631
19.62	0.745	0.978	0.785
23.54	1.031	1.234	1.016
27.46	1.202	1.512	1.198
31.39	1.382	1.962	1.391
35.32	1.594	2.264	1.624
39.24	1.828	2.789	1.841
43.16	1.972	2.936	1.986
47.03	2.052	3.142	2.034
51.01	2.21	3.364	2.198
54.94	2.352	3.724	2.346
58.86	2.41	4.125	2.402
62.78	2.57	4.589	2.556
66.71	2.625	4.96	2.618
70.63	2.715	5.146	2.708
74.56	2.86	5.476	2.846
78.48	3.14	5.742	3.008
82.41	3.46	5.969	3.396
86.32	4.19	6.326	4.07