AZ® sections - AZ-800

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 18-800
800
449
8.5
8.5
129
80.7
101
41320
1840
1065
2135
AZ 20-800
800
450
9.5
9.5
141
88.6
111
45050
2000
1165
2330
AZ 22-800
800
451
10.5
10.5
153
96.4
120
48790
2165
1260
2525
AZ 23-800
800
474
11.5
9.0
151
94.6
118
55260
2330
1340
2680
AZ 25-800
800
475
12.5
10.0
163
102.6
128
59410
2500
1445
2890
AZ 27-800
800
476
13.5
11.0
176
110.5
138
63570
2670
1550
3100
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 18-800
31.50
17.68
0.335
0.335
6.07
54.26
20.67
302.6
34.2
19.8
39.7
AZ 20-800
31.50
17.72
0.375
0.375
6.66
59.50
22.67
329.9
37.2
21.7
43.3
AZ 22-800
31.50
17.76
0.413
0.413
7.25
64.77
24.68
357.3
40.3
23.4
47.0
AZ 23-800
31.50
18.66
0.453
0.354
7.12
63.56
24.22
404.7
43.3
24.9
49.8
AZ 25-800
31.50
18.70
0.492
0.394
7.71
68.91
26.26
435.1
46.5
26.9
53.8
AZ 27-800
31.50
18.74
0.531
0.433
8.31
74.26
28.29
465.5
49.7
28.8
57.7
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