Cold Z sections - PAZ

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
PAZ 4350
770
213
5.0
5.0
63
38.2
50
4770
448
255
-
PAZ 4360
770
214
6.0
6.0
75
45.8
59
5720
534
310
-
PAZ 4370
770
215
7.0
7.0
88
53.3
69
6660
619
360
-
PAZ 4450
725
269
5.0
5.0
66
37.7
52
8240
612
350
-
PAZ 4460
725
270
6.0
6.0
79
45.1
62
9890
730
415
-
PAZ 4470
725
271
7.0
7.0
92
52.4
72
11535
846
485
-
PAZ 4550
676
312
5.0
5.0
71
37.7
56
12065
772
435
-
PAZ 4560
676
313
6.0
6.0
85
45.1
67
14444
922
520
-
PAZ 4570
676
314
7.0
7.0
99
52.4
78
16815
1069
610
-
PAZ 4650
621
347
5.0
5.0
77
37.7
61
16318
940
530
-
PAZ 4660
621
348
6.0
6.0
93
45.1
73
19544
1122
635
-
PAZ 4670
621
349
7.0
7.0
108
52.4
84
22756
1302
740
-
PAZ 5360
857
300
6.0
6.0
81
54.3
63
11502
766
450
-
PAZ 5370
857
301
7.0
7.0
94
63.2
74
13376
888
520
-
PAZ 5380
857
302
8.0
8.0
107
72.1
84
15249
1009
595
-
PAZ 5390
857
303
9.0
9.0
120
81.0
94
17123
1131
665
-
PAZ 5460
807
351
6.0
6.0
85
53.9
67
16989
968
560
-
PAZ 5470
807
352
7.0
7.0
99
62.6
78
19774
1123
655
-
PAZ 5480
807
353
8.0
8.0
113
71.4
88
22546
1277
745
-
PAZ 5490
807
354
9.0
9.0
127
80.2
99
25318
1431
835
-
PAZ 54100
808
355
10.0
10.0
141
89.2
110
27850
1570
920
-
PAZ 5560
743
407
6.0
6.0
92
53.9
73
25074
1233
710
-
PAZ 5570
743
408
7.0
7.0
107
62.6
84
29179
1432
825
-
PAZ 5580
744
409
8.0
8.0
122
71.4
96
33263
1628
940
-
PAZ 5590
744
410
9.0
9.0
137
80.2
108
37387
1825
1060
-
PAZ 55100
745
411
10.0
10.0
153
89.2
120
41060
2000
1165
2330
PAZ 5660
671
451
6.0
6.0
102
53.9
80
34340
1525
875
-
PAZ 5670
671
452
7.0
7.0
119
62.6
93
39954
1770
1020
-
PAZ 5680
672
453
8.0
8.0
135
71.4
106
45537
2013
1160
-
PAZ 5690
672
454
9.0
9.0
152
80.2
119
51180
2259
1300
-
PAZ 56100
673
455
10.0
10.0
169
89.2
133
56200
2470
1435
2865
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
PAZ 4350
30.32
8.39
0.197
0.197
2.99
25.67
10.16
34.9
8.3
4.7
-
PAZ 4360
30.32
8.43
0.236
0.236
3.58
30.78
12.17
41.9
9.9
5.8
-
PAZ 4370
30.32
8.46
0.276
0.276
4.17
35.82
14.17
48.8
11.5
6.7
-
PAZ 4450
28.54
10.59
0.197
0.197
3.13
25.33
10.65
60.3
11.4
6.5
-
PAZ 4460
28.54
10.63
0.236
0.236
3.75
30.31
12.74
72.4
13.6
7.7
-
PAZ 4470
28.54
10.67
0.276
0.276
4.35
35.21
14.81
84.5
15.7
9.0
-
PAZ 4550
26.61
12.28
0.197
0.197
3.35
25.33
11.43
88.4
14.4
8.1
-
PAZ 4560
26.61
12.32
0.236
0.236
4.02
30.31
13.66
105.8
17.2
9.7
-
PAZ 4570
26.61
12.36
0.276
0.276
4.67
35.21
15.87
123.1
19.9
11.4
-
PAZ 4650
24.45
13.66
0.197
0.197
3.65
25.33
12.43
119.5
17.5
9.9
-
PAZ 4660
24.45
13.70
0.236
0.236
4.37
30.31
14.87
143.1
20.9
11.8
-
PAZ 4670
24.45
13.74
0.276
0.276
5.08
35.21
17.29
166.6
24.2
13.8
-
PAZ 5360
33.74
11.81
0.236
0.236
3.81
36.49
12.96
84.2
14.3
8.4
-
PAZ 5370
33.74
11.85
0.276
0.276
4.44
42.47
15.09
98.0
16.5
9.7
-
PAZ 5380
33.74
11.89
0.315
0.315
5.06
48.45
17.20
111.7
18.8
11.1
-
PAZ 5390
33.74
11.93
0.354
0.354
5.68
54.43
19.33
125.4
21.0
12.4
-
PAZ 5460
31.77
13.82
0.236
0.236
4.02
36.22
13.68
124.4
18.0
10.4
-
PAZ 5470
31.77
13.86
0.276
0.276
4.67
42.07
15.89
144.8
20.9
12.2
-
PAZ 5480
31.77
13.90
0.315
0.315
5.32
47.98
18.11
165.1
23.8
13.9
-
PAZ 5490
31.77
13.94
0.354
0.354
5.98
53.89
20.34
185.4
26.6
15.5
-
PAZ 54100
31.81
13.98
0.394
0.394
6.64
59.92
22.59
204.0
29.2
17.1
-
PAZ 5560
29.25
16.02
0.236
0.236
4.37
36.22
14.85
183.6
22.9
13.2
-
PAZ 5570
29.25
16.06
0.276
0.276
5.07
42.07
17.27
213.7
26.6
15.4
-
PAZ 5580
29.29
16.10
0.315
0.315
5.78
47.98
19.66
243.6
30.3
17.5
-
PAZ 5590
29.29
16.14
0.354
0.354
6.49
53.89
22.08
273.8
34.0
19.7
-
PAZ 55100
29.33
16.18
0.394
0.394
7.21
59.92
24.54
300.7
37.2
21.7
43.3
PAZ 5660
26.42
17.76
0.236
0.236
4.83
36.22
16.45
251.5
28.4
16.3
-
PAZ 5670
26.42
17.80
0.276
0.276
5.62
42.07
19.11
292.6
32.9
19.0
-
PAZ 5680
26.46
17.83
0.315
0.315
6.40
47.98
21.77
333.5
37.4
21.6
-
PAZ 5690
26.46
17.87
0.354
0.354
7.18
53.89
24.43
374.8
42.0
24.2
-
PAZ 56100
26.50
17.91
0.394
0.394
7.98
59.93
27.14
411.6
45.9
26.7
53.3
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