Size
(mm) |
Size
|
Wall Thickness (mm)
|
PC Bar
|
Effective
Prestress (Mpa) |
Crack
bending moment ( KN.m ) |
Max
Bending moment ( KN.m ) |
Weight
(t/m) |
Axial
Working Load (kN) |
Length of Single Sect
(m) | ||
D
(mm) | Nos |
DP
(mm) | |||||||||
400
|
A
|
80
|
7.1
|
9
|
338
|
3.44
|
52
|
77
|
0.209
|
1690
|
7~13
|
AB
|
80
|
9
|
9
|
338
|
5.3
|
63
|
104
|
0.209
|
1640
|
7~13
| |
B
|
80
|
10.7
|
9
|
338
|
7.15
|
75
|
135
|
0.209
|
1580
|
7~13
| |
500
|
A
|
100
|
9
|
10
|
416
|
3.88
|
99
|
148
|
0.327
|
2620
|
7~15
|
AB
|
100
|
10.7
|
10
|
416
|
5.3
|
121
|
200
|
0.327
|
2560
|
7~15
| |
B
|
100
|
10.7
|
15
|
416
|
7.56
|
144
|
258
|
0.327
|
2460
|
7~15
| |
600
|
A
|
100
|
9
|
12
|
510
|
3.74
|
164
|
246
|
0.406
|
3280
|
7~16
|
AB
|
110
|
10.7
|
12
|
510
|
4.77
|
201
|
332
|
0.44
|
3480
|
7~16
| |
B
|
110
|
10.7
|
18
|
510
|
6.84
|
239
|
430
|
0.44
|
3360
|
7~16
| |
C
|
110
|
12.6
|
18
|
510
|
9.03
|
276
|
552
|
0.44
|
3260
|
7~16
| |
700
|
A
|
110
|
10.7
|
12
|
590
|
4.03
|
265
|
397
|
0.53
|
4218
|
7~16
|
AB
|
110
|
9
|
24
|
590
|
5.55
|
318
|
525
|
0.53
|
4130
|
7~26
| |
B
|
110
|
10.7
|
24
|
590
|
7.47
|
373
|
671
|
0.53
|
3990
|
7~30
| |
C
|
110
|
12.6
|
24
|
590
|
9.81
|
441
|
883
|
0.53
|
3826
|
7~30
| |
800
|
A
|
110
|
10.7
|
15
|
690
|
4.28
|
392
|
589
|
0.62
|
4940
|
7~30
|
AB
|
110
|
10.7
|
20
|
690
|
5.56
|
471
|
771
|
0.62
|
4840
|
7~39
| |
B
|
110
|
10.7
|
30
|
690
|
7.91
|
540
|
971
|
0.62
|
4650
|
7~39
| |
C
|
110
|
12.6
|
30
|
690
|
10.34
|
638
|
1275
|
0.62
|
4450
|
7~39
| |
1000
|
A
|
130
|
9
|
32
|
880
|
4.36
|
736
|
1104
|
0.924
|
7360
|
7~39
|
AB
|
130
|
10.7
|
32
|
880
|
5.92
|
883
|
1457
|
0.924
|
7170
|
7~39
| |
B
|
130
|
12.6
|
32
|
880
|
7.87
|
1030
|
1854
|
0.924
|
6930
|
7~39
| |
C
|
130
|
12.6
|
40
|
880
|
9.46
|
1177
|
2345
|
0.924
|
6763
|
7~39
| |
Size
(mm) |
Size
|
Wall Thickness (mm)
|
PC Bar
|
Effective
Prestress (Mpa) |
Crack
bending moment ( KN.m ) |
Limited
Bending moment ( KN.m ) |
Weight
(t/m) |
Axial
Working Load (kN) |
Length of Single Sect
(m) | ||
D
(mm) | Nos |
DP
(mm) | |||||||||
1200
|
A
|
150
|
10.7
|
30
|
1060
|
4.14
|
1177
|
1766
|
1.286
|
10330
|
7~39
|
AB
|
150
|
12.6
|
30
|
1060
|
5.58
|
1412
|
2330
|
1.286
|
10040
|
7~39
| |
B
|
150
|
12.6
|
45
|
1060
|
7.93
|
1668
|
3002
|
1.286
|
9720
|
7~39
| |
C
|
150
|
12.6
|
50
|
1060
|
9.6
|
1962
|
3924
|
1.286
|
9487
|
7~39
| |
1300
|
A
|
150
|
12.6
|
24
|
1160
|
4.7
|
1400
|
2100
|
1.36
|
10263
|
7~39
|
AB
|
150
|
10.7
|
48
|
1160
|
6.6
|
1755
|
2900
|
1.36
| 10040 |
7~39
| |
B
|
150
|
12.6
|
48
|
1160
|
9
|
2160
|
3900
|
1.36
|
9778
|
7~39
| |
C
|
150
|
14
|
48
|
1160
|
10.9
|
2330
|
4660
|
1.36
|
9578
|
7~39
| |
150
|
12.6
|
60
|
1160
|
10.9
|
2330
|
4660
|
1.36
|
9562
|
7~39
| ||
1400
|
A
|
150
|
12.6
|
25
|
1260
|
4.5
|
1600
|
2400
|
1.47
|
11179
|
7~39
|
AB
|
150
|
10.7
|
50
|
1260
|
6.4
|
2036
|
3380
|
1.47
|
10945
|
7~39
| |
B
|
150
|
12.6
|
50
|
1260
|
8.7
|
2440
|
4400
|
1.47
|
10668
|
7~39
| |
C
|
150
|
14
|
50
|
1260
|
10.5
|
2660
|
5320
|
1.47
|
10456
|
7~39
| |
150
|
14
|
50
|
1260
|
10.5
|
2660
|
5320
|
1.47
|
10450
|
7~39
|
Specification Spun Pile
Spesification tiang pancang atau spun pile
Langganan:
Postingan (Atom)