Initially
= 0
=
Loads
(ton)
= (P( /2)).L/AE
Elastic Settlement (mm)
0
0.00
5
1.75
3.25
0.35
1.65
10
2.5
7.5
0.66
2.09
20
5.25
14.75
1.33
4.42
30
8.25
21.75
2.01
6.49
40
12.5
27.5
2.76
10.24
50
18.75
31.25
3.61
15.89
60
29
31
4.67
25.33
First Trial
= 0 
= 
(ton) 
(ton) 
= (P( 
/2)).L/AE 
