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

Table 5

Load versus deflection of beam with optimum mix.

Load (KN)	Deflection (mm)
	(5% replacement of fly ash, bottom ash, and LECA)
	Left	Middle	Right
0	0	0	0
3.92	0.205	0.25	0.207
7.84	0.29	0.321	0.285
11.77	0.45	0.536	0.458
15.69	0.54	0.76	0.535
19.62	0.81	1.02	0.793
23.54	1.037	1.231	1.037
27.46	1.198	1.507	1.20
31.39	1.375	1.96	1.379
35.32	1.584	2.265	1.582
39.24	1.815	2.785	1.816
43.16	2.05	2.937	2.02
47.03	2.07	3.14	2.05
51.01	2.15	3.361	2.17
54.94	2.38	3.72	2.38
58.86	2..46	4.118	2..47
62.78	2.56	4.587	2.54
66.71	2.61	4.95	2.615
70.63	2.69	5.143	2.69
74.56	2.84	5.472	2.838
78.48	3.11	5.74	3.115
82.41	3.4	5.965	3.4
86.32	4.05	6.321	4.05