|
Section |
Dimensions |
Mass |
Moment of inertia |
Modulus of Section |
||||||
|
Width |
Height |
Thickness |
Per pile |
Wall |
||||||
|
B |
H |
t |
s1 |
s2 |
r |
|
|
|
|
|
|
mm |
mm |
mm |
mm |
mm |
mm |
kg/m |
kg/m2 |
cm4/m |
cm3/m |
|
|
HRSP-H-19380 |
1057 |
527 |
17 |
30 |
23 |
440.0 |
499.6 |
392.2 |
967185 |
19380 |
|
HRSP-H-22595 |
1057 |
527 |
19 |
40 |
23 |
437.9 |
552.6 |
433.8 |
1059815 |
22595 |
|
HRSP-H-23165 |
1058 |
527 |
19 |
40 |
30 |
445.0 |
582.6 |
457.3 |
1153585 |
23165 |
|
HRSP-H-25990 |
1058 |
527 |
20 |
40 |
30 |
482.0 |
611.9 |
480.3 |
1421745 |
25990 |
|
HRSP-H-26140 |
1058 |
527 |
21 |
40 |
30 |
479.6 |
621.6 |
488.0 |
1429955 |
26140 |
|
HRSP-H-21850 |
1157 |
527 |
18 |
30 |
23 |
476.4 |
526.6 |
413.4 |
1195250 |
21850 |
|
HRSP-H-21885 |
1157 |
527 |
19 |
30 |
23 |
473.6 |
536.6 |
431.2 |
1203655 |
21885 |
|
HRSP-H-25380 |
1157 |
527 |
20 |
40 |
23 |
474.4 |
581.9 |
456.8 |
1309720 |
25380 |
|
HRSP-H-25495 |
1157 |
527 |
21 |
40 |
23 |
472.0 |
571.6 |
464.4 |
1318215 |
25495 |
HRSP-H sheet pile where possible, exploration programs should be accomplished in phases so that information obtained in each phase may be used advantageously in planning later phases H type sheet pile the spacing of borings depends on the geology of the area and may vary from site to site.
+86-18018031808 
+86-18018031808