Old Z sections - ArcelorMittal

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
670
302
8.5
8.5
126
66.1
99
18140
1200
 -
1409
AZ 13
670
303
9.5
9.5
137
72.0
107
19700
1300
 -
1528
AZ 13‑10/10
670
304
10.0
10.0
143
75.2
112
20480
1350
 -
1589
AZ 14
670
304
10.5
10.5
149
78.3
117
21300
1400
 -
1651
AZ 17
630
379
8.5
8.5
138
68.4
109
31580
1665
 -
1945
AZ 24‑700N
700
459
12.5
9.0
163
89.7
128
55890
2435
 -
2810
AZ 25
630
426
12.0
11.2
185
91.5
145
52250
2455
 -
2875
AZ 26‑700N
700
460
13.5
10.0
176
96.9
138
59790
2600
 -
3015
AZ 28
630
428
14.0
13.2
211
85.0
170
45570
2600
 -
3250
AZ 28‑700N
700
461
14.5
11.0
189
104.1
149
63700
2765
 -
3220
AZ 34
630
459
17.0
13.0
234
115.5
183
78700
3430
 -
3980
AZ 36
630
460
18.0
14.0
247
122.2
194
82800
3600
 -
4196
AZ 36‑700
700
499
17.0
11.2
216
118.5
169
89740
3600
 -
4111
AZ 37‑700
700
499
17.0
12.2
226
124.2
177
92400
3705
 -
4260
AZ 38
630
461
19.0
15.0
261
129.1
205
87080
3780
 -
4417
AZ 38‑700
700
500
18.0
12.2
230
126.2
180
94840
3800
 -
4353
AZ 39‑700
700
500
18.0
13.2
240
131.9
188
97500
3900
 -
4500
AZ 40‑700
700
501
19.0
13.2
244
133.8
191
99930
4000
 -
4596
AZ 41‑700
700
501
19.0
14.2
254
139.5
199
102610
4095
 -
4745
AZ 46
580
481
18.0
14.0
291
132.6
229
110450
4595
2650
5295
AZ 48
580
482
19.0
15.0
307
139.6
241
115670
4800
2775
5553
AZ 50
580
483
20.0
16.0
322
146.7
253
121060
5015
2910
5816
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
26.38
11.89
0.335
0.335
5.95
44.42
20.28
132.8
22.3
 -
26.2
AZ 13
26.38
11.93
0.374
0.374
6.47
48.38
21.92
144.3
24.2
 -
28.4
AZ 13‑10/10
26.38
11.97
0.394
0.394
6.76
50.53
22.94
150.0
25.1
 -
29.6
AZ 14
26.38
11.97
0.413
0.413
7.04
52.62
23.96
156.0
26.0
 -
30.7
AZ 17
24.80
14.92
0.335
0.335
6.52
45.96
22.32
231.3
31.0
 -
36.2
AZ 24‑700N
27.56
18.07
0.492
0.354
7.70
60.28
26.22
409.3
45.3
 -
52.3
AZ 25
24.80
16.77
0.472
0.441
8.74
61.49
29.70
382.6
45.7
 -
53.5
AZ 26‑700N
27.56
18.11
0.531
0.394
8.31
65.11
28.26
437.8
48.4
 -
56.1
AZ 28
24.80
16.85
0.551
0.520
9.97
57.12
34.82
333.7
48.4
 -
60.5
AZ 28‑700N
27.56
18.15
0.571
0.433
8.93
69.95
30.52
466.5
51.4
 -
59.9
AZ 34
24.80
18.07
0.669
0.512
11.06
77.61
37.48
576.3
63.8
 -
74.0
AZ 36
24.80
18.11
0.709
0.551
11.67
82.11
39.73
606.3
67.0
 -
78.0
AZ 36‑700
27.56
19.65
0.669
0.441
10.20
79.63
34.61
657.1
67.0
 -
76.5
AZ 37‑700
27.56
19.65
0.669
0.480
10.68
83.46
36.25
676.6
68.9
 -
79.2
AZ 38
24.80
18.15
0.748
0.591
12.33
86.75
41.99
637.7
70.3
 -
82.2
AZ 38‑700
27.56
19.69
0.709
0.480
10.87
84.80
36.87
694.5
70.7
 -
81.0
AZ 39‑700
27.56
19.69
0.709
0.520
11.34
88.63
38.51
714.0
72.5
 -
83.7
AZ 40‑700
27.56
19.72
0.748
0.520
11.53
89.91
39.12
731.8
74.4
 -
85.5
AZ 41‑700
27.56
19.72
0.748
0.559
12.00
93.74
40.76
751.4
76.2
 -
88.3
AZ 46
22.83
18.94
0.709
0.551
13.75
89.10
46.90
808.8
85.5
49.3
98.5
AZ 48
22.83
18.98
0.748
0.591
14.50
93.81
49.36
847.0
89.3
51.6
103.3
AZ 50
22.83
19.02
0.787
0.630
15.21
98.58
51.82
886.5
93.3
54.1
108.2
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