AZ® sections - AZ®-700 and AZ®-770

Section Dimensions Properties
b h tf tw A Gsp Gw Iy wel,y Sy Wpl,y
mm mm mm mm cm2/m kg/m kg/m² cm4/m cm3/m cm3/m cm3/m
AZ 12-700
700
314
8.5
8.5
123
67.7
97
18880
1205
710
1415
AZ 12-770
770
344
8.5
8.5
120
72.6
94
21430
1245
740
1480
AZ 13-700
700
315
9.5
9.5
135
74.0
106
20540
1305
770
1540
AZ 13-700-10/10
700
316
10.0
10.0
140
77.2
110
21370
1355
800
1600
AZ 13-770
770
344
9.0
9.0
126
76.1
99
22360
1300
775
1546
AZ 14-700
700
316
10.5
10.5
146
80.3
115
22190
1405
835
1665
AZ 14-770
770
345
9.5
9.5
132
79.5
103
23300
1355
805
1611
AZ 14-770-10/10
770
345
10.0
10.0
137
82.9
108
24240
1405
840
1677
AZ 17-700
700
420
8.5
8.5
133
73.1
104
36230
1730
1015
2027
AZ 18-700
700
420
9.0
9.0
139
76.5
109
37800
1800
1060
2116
AZ 19-700
700
421
9.5
9.5
146
80.0
114
39380
1870
1105
2206
AZ 20-700
700
421
10.0
10.0
152
83.5
119
40960
1945
1150
2296
AZ 24-700
700
459
11.2
11.2
174
95.7
137
55820
2430
1435
2867
AZ 26-700
700
460
12.2
12.2
187
102.9
147
59720
2600
1535
3070
AZ 28-700
700
461
13.2
13.2
200
110.0
157
63620
2760
1635
3273
AZ 36-700N
700
499
15.0
11.2
216
118.6
169
89610
3590
2055
4110
AZ 38-700N
700
500
16.0
12.2
230
126.4
181
94840
3795
2180
4360
AZ 40-700N
700
501
17.0
13.2
244
134.2
192
100080
3995
2305
4605
AZ 42-700N
700
499
18.0
14.0
259
142.1
203
104930
4205
2425
4855
AZ 44-700N
700
500
19.0
15.0
273
149.9
214
110150
4405
2550
5105
AZ 46-700N
700
501
20.0
16.0
287
157.7
225
115370
4605
2675
5350
AZ 48-700
700
503
22.0
15.0
288
158.5
226
119650
4755
2745
5490
AZ 50-700
700
504
23.0
16.0
303
166.3
238
124890
4955
2870
5735
AZ 52-700
700
505
24.0
17.0
317
174.1
249
130140
5155
2990
5985
Section Dimensions Properties
b h tf tw A Gsp Gw Iy wel,y Sy Wpl,y
in in in in in2/ft lb/ft lb/ft2 in4/ft in3/ft in3/ft in3/ft
AZ 12-700
27.56
12.36
0.335
0.335
5.82
45.49
19.81
138.3
22.4
13.2
26.3
AZ 12-770
30.32
13.54
0.335
0.335
5.68
48.79
19.31
156.9
23.2
13.8
27.5
AZ 13-700
27.56
12.40
0.375
0.375
6.36
49.72
21.65
150.4
24.3
14.3
28.6
AZ 13-700-10/10
27.56
12.42
0.394
0.394
6.63
51.85
22.58
156.5
25.2
14.9
29.8
AZ 13-770
30.32
13.54
0.354
0.354
5.95
51.11
20.23
163.7
24.2
14.4
28.8
AZ 14-700
27.56
12.44
0.413
0.413
6.90
53.96
23.50
162.5
26.1
15.5
31.0
AZ 14-770
30.32
13.58
0.375
0.375
6.21
53.44
21.14
170.6
25.2
15.0
30.0
AZ 14-770-10/10
30.32
13.58
0.394
0.394
6.48
55.70
22.05
177.5
26.1
15.6
31.2
AZ 17-700
27.56
16.54
0.335
0.335
6.28
49.11
21.38
265.3
32.2
18.9
37.7
AZ 18-700
27.56
16.54
0.354
0.354
6.58
51.43
22.39
276.8
33.5
19.7
39.4
AZ 19-700
27.56
16.57
0.375
0.375
6.88
53.75
23.40
288.4
34.8
20.6
41.0
AZ 20-700
27.56
16.57
0.394
0.394
7.18
56.13
24.44
300.0
36.2
21.4
42.7
AZ 24-700
27.56
18.07
0.441
0.441
8.23
64.30
28.00
408.8
45.2
26.7
53.3
AZ 26-700
27.56
18.11
0.480
0.480
8.84
69.12
30.10
437.3
48.4
28.6
57.1
AZ 28-700
27.56
18.15
0.520
0.520
9.46
73.93
32.19
465.9
51.3
30.4
60.9
AZ 36-700N
27.56
19.65
0.591
0.441
10.20
79.72
34.71
656.2
66.8
38.2
76.4
AZ 38-700N
27.56
19.69
0.630
0.480
10.87
84.94
36.98
694.5
70.6
40.5
81.1
AZ 40-700N
27.56
19.72
0.669
0.520
11.54
90.16
39.26
732.9
74.3
42.9
85.7
AZ 42-700N
27.56
19.65
0.709
0.551
12.22
95.51
41.59
768.4
78.2
45.1
90.3
AZ 44-700N
27.56
19.69
0.748
0.591
12.89
100.74
43.87
806.6
81.9
47.4
95.0
AZ 46-700N
27.56
19.72
0.787
0.630
13.56
105.97
46.14
844.9
85.7
49.8
99.5
AZ 48-700
27.56
19.80
0.866
0.591
13.63
106.49
46.37
876.2
88.4
51.1
102.1
AZ 50-700
27.56
19.84
0.906
0.630
14.30
111.73
48.65
914.6
92.2
53.4
106.7
AZ 52-700
27.56
19.88
0.945
0.669
14.97
116.97
50.93
953.0
95.9
55.6
111.3
b Width of a single pile
h Height of the pile
tf Thickness of flange
tw Thickness of web
A Cross sectional steel area
Gsp Mass per single pile
Gw Mass per m of wall
Iy Moment of inertia about the main neutral axis y-y
Wel,y Elastic section modulus
Sy Static moment
Wpl,y Plastic section modulus
b Width of a single pile
h Height of the pile
tf Thickness of flange
tw Thickness of web
A Cross sectional steel area
Gsp Mass per single pile
Gw Mass per ft of wall
Iy Moment of inertia about the main neutral axis y-y
Wel,y Elastic section modulus
Sy Static moment
Wpl,y Plastic section modulus