The load in kN per metre length of the division shall be
taken to be as follows:
h |
= |
height of grain
in metres from the bottom of the divisionsfootnote.
|
L |
= |
longitudinal extent
of the bulk grain in metres. |
-
a. For values of h equal or less than 6.00 m the
force shall be determined by linear interpolation or extrapolation
as necessary.
-
b. For values of h exceeding 6.00 m the force shall
be determined using the values of p/h2given in table I.1.
L/h
|
P/h2
|
0.2
|
1334
|
0.3
|
1395
|
0.4
|
1444
|
0.5
|
1489
|
0.6
|
1532
|
0.7
|
1571
|
0.8
|
1606
|
1.0
|
1671
|
1.2
|
1725
|
1.4
|
1769
|
1.6
|
1803
|
1.8
|
1829
|
2.0
|
1846
|
2.4
|
1857
|
2.6
|
1859
|
2.8
|
1859
|
3.0
|
1859
|
3.5
|
1859
|
4.0
|
1859
|
5.0
|
1859
|
6.0
|
1859
|
8.0
|
1859
|
B/h
|
P/h2
|
0.2
|
1687
|
0.3
|
1742
|
0.4
|
1809
|
0.5
|
1889
|
0.6
|
1976
|
0.7
|
2064
|
0.8
|
2159
|
1.0
|
2358
|
1.2
|
2556
|
1.4
|
2762
|
1.6
|
2968
|
1.8
|
3174
|
2.0
|
3380
|
2.2
|
3792
|
2.6
|
3998
|
2.8
|
4204
|
3.0
|
4410
|
3.5
|
4925
|
4.0
|
5440
|
5.0
|
6469
|
6.0
|
7499
|
8.0
|
9559
|