SHZ Hot Rolled Sheet Piles
Malaysian Standard MS 2674
SHZ Hot Rolled Sheet Piles have been approved by JPS, JKR and consultants. SHZ sheet piles are specially designed for permanent riverwall, seawall, slope protection, permeability cut-off wall and flood control structure.
MS 2674-1:2017 Hot rolled steel sheet piling of non alloy steels
– Part 1: Technical delivery conditions
MS 2674-2:2017 Hot rolled steel sheet piling of non alloy steels
– Part 2: Tolerances on shape and dimensions
Available Steel Grade: S270GP / S355GP / S390GP / S430GP
The SHZ series, a section with large flange thickness giving excellent static properties, proven qualities and highly accepted by local consultants and authorities, has the following advantages:
- Excellent cost-effectiveness, reduce the overall project cost
- Higher inertia for reduced wall deflection
- Suitable for permanent structures: river bank protection, flood control, waterfront projects, quay wall, wharfs etc.
Section |
Width |
Height |
Thickness Flange/Web |
Sectional Area |
Weight |
Weight |
Moment of Inertia |
Section Modulus |
Bending Moment |
---|---|---|---|---|---|---|---|---|---|
b |
h |
||||||||
mm |
mm |
mm |
cm2 |
kg/m |
kg/m2 |
cm4/m |
cm3/m |
kNm/m |
|
SHZ 12-1 |
770 |
343.5 |
8.6/8.5 |
120.8 |
72.8 |
94.5 |
21496 |
1252 |
444.46 |
SHZ 13-1 |
770 |
344 |
9.1/9.0 |
126.5 |
76.2 |
99 |
22433 |
1304 |
462.92 |
SHZ 14-1 |
770 |
344.5 |
9.6/9.5 |
132.2 |
79.6 |
103.4 |
23370 |
1357 |
481.74 |
SHZ 17-1 |
700 |
420 |
8.5/8.4 |
132.8 |
73.3 |
104.7 |
36425 |
1735 |
615.93 |
SHZ 18-1 |
700 |
420.5 |
9.1/9.0 |
139.1 |
76.7 |
109.6 |
38001 |
1807 |
641.49 |
SHZ 19-1 |
700 |
421 |
9.6/9.5 |
145.4 |
80.2 |
114.6 |
39578 |
1880 |
667.4 |
SHZ 20-1 |
700 |
421.5 |
10.1/10.0 |
151.7 |
83.7 |
119.5 |
41155 |
1953 |
693.32 |
SHZ 24-2 |
700 |
459.2 |
11.3/11.2 |
174.4 |
95.8 |
136.9 |
55949 |
2437 |
865.14 |
SHZ 26-2 |
700 |
460.2 |
12.3/12.2 |
187.4 |
103 |
147.1 |
59843 |
2601 |
923.36 |
SHZ 27-1 |
700 |
460.7 |
12.8/12.7 |
193.6 |
106.4 |
152 |
61641 |
2676 |
949.98 |
SHZ 28-2 |
700 |
461.2 |
13.3/13.2 |
200.4 |
110.1 |
157.3 |
63740 |
2764 |
981.22 |
SHZ 36-1 |
700 |
499.2 |
15.1/11.2 |
216.1 |
118.7 |
169.6 |
89753 |
3596 |
1276.58 |
SHZ 38-1 |
700 |
500.2 |
16.1/12.2 |
230.2 |
126.5 |
180.7 |
94984 |
3798 |
1348.29 |
SHZ 40-1 |
700 |
501.2 |
17.1/13.2 |
244.4 |
134.3 |
191.8 |
100219 |
3999 |
1419.65 |
SHZ 42-1 |
700 |
499.2 |
18.1/14.0 |
260.2 |
143 |
204.2 |
105453 |
4228 |
1500.94 |
SHZ 44-1 |
700 |
500.2 |
19.1/15.0 |
274.3 |
150.7 |
215.3 |
110942 |
4436 |
1574.78 |
SHZ 46-1 |
700 |
501.2 |
20.1/16.0 |
288.5 |
158.5 |
226.5 |
116159 |
4635 |
1645.43 |
SHZ 48-1 |
700 |
503.2 |
22.1/15.0 |
290 |
159.3 |
227.6 |
120467 |
4788 |
1699.74 |
SHZ 48-2 |
580 |
482 |
19.2/15.1 |
307.2 |
139.9 |
241.1 |
115712 |
4801 |
1704.36 |
SHZ 50-1 |
700 |
504.2 |
23.1/16.0 |
303.4 |
166.7 |
238.2 |
125358 |
4973 |
1765.42 |
SHZ 52-1 |
700 |
505.2 |
24.1/17.0 |
317.2 |
174.3 |
249 |
130403 |
5162 |
1832.51 |
COMPARISON TO U TYPE JIS PILES |
|||||||||
FSP 2 |
400 |
100 |
10.5 |
61.18 |
48 |
120 |
8740 |
874 |
257.83 |
FSP 3 |
400 |
125 |
13 |
76.42 |
60 |
150 |
16800 |
1340 |
395.3 |
FSP 4 |
400 |
170 |
15.5 |
96.99 |
76.1 |
190 |
38600 |
2270 |
669.65 |
Steel grades of hot rolled sheet pile SHZ sections according to MS 2674-1:2017
Steel grade | Min. yield strength |
Min. tensile strength |
Min. elongation |
Chemical composition (% max) |
|||||
---|---|---|---|---|---|---|---|---|---|
MPa |
MPa |
% |
C |
Mn |
Si |
P |
S |
N |
|
S240GP |
240 |
340 |
26 |
0.25 |
- |
- |
0.050 |
0.050 |
0.014 |
S270GP |
270 |
410 |
24 |
0.27 |
- |
- |
0.050 |
0.050 |
0.014 |
S320GP |
320 |
440 |
23 |
0.27 |
1.70 |
0.60 |
0.050 |
0.050 |
0.014 |
S355GP |
355 |
480 |
22 |
0.27 |
1.70 |
0.60 |
0.050 |
0.050 |
0.014 |
S390GP |
390 |
490 |
20 |
0.27 |
1.70 |
0.60 |
0.050 |
0.045 |
0.014 |
S430GP |
430 |
510 |
19 |
0.27 |
1.70 |
0.60 |
0.045 |
0.045 |
0.014 |
Tolerances on shape and dimensions of hot rolled sheet pile SHZ sections according to MS 2674-2:2017
Designation |
Tolerances |
---|---|
Mass1) |
± 5% |
Length, L |
± 200 mm |
Height, h |
h ≥300mm: ± 7 mm |
Thickness, t |
t ≤8.5mm: ± 0.5mm t >8.5mm: ± 6% |
Width single pile, b |
± 2% b |
Width double pile, 2b |
± 3% 2b |
Straightness, q |
≤ 0.2% L |
Ends out of square |
± 2% b |
1) From the mass of the total delivery |