Cold formed sections - PAL/PAU

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
PAL 3030
660
89
3.0
3.0
38
19.4
29
500
112
65
 -
PAL 3040
660
90
4.0
4.0
50
25.8
39
666
147
85
 -
PAL 3050
660
91
5.0
5.0
62
32.2
49
831
181
105
 -
PAL 3130
711
125
3.0
3.0
42
23.5
33
1244
199
110
 -
PAL 3140
711
126
4.0
4.0
56
31.3
44
1655
261
145
 -
PAL 3150
711
127
5.0
5.0
70
39.0
55
2063
322
180
 -
PAL 3260
700
149
6.0
6.0
84
46.2
66
3096
413
245
 -
PAL 3270
700
150
7.0
7.0
97
53.2
76
3604
479
285
 -
PAL 3280
700
151
8.0
8.0
112
61.6
88
4109
545
325
 -
PAL 3290
700
152
9.0
9.0
127
70.0
100
4611
605
365
696
PAU 2240
922
252
4.0
4.0
54
39.0
42
5101
404
240
 -
PAU 2250
921
253
5.0
5.0
67
48.7
53
6363
504
300
 -
PAU 2260
921
254
6.0
6.0
81
58.3
63
7620
600
360
 -
PAU 2440
813
293
4.0
4.0
61
39.0
48
7897
537
320
 -
PAU 2450
813
294
5.0
5.0
76
48.7
60
9858
669
395
 -
PAU 2460
813
295
6.0
6.0
91
58.3
72
11813
801
475
 -
PAU 2760
804
295
6.0
6.0
96
60.4
75
12059
803
495
 -
PAU 2770
804
296
7.0
7.0
114
70.4
88
14030
934
575
1136
PAU 2780
804
297
8.0
8.0
127
80.3
100
15995
1063
655
1293
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
PAL 3030
25.98
3.50
0.118
0.118
1.77
13.04
6.02
3.7
2.1
1.2
 -
PAL 3040
25.98
3.54
0.157
0.157
2.36
17.34
8.03
4.9
2.7
1.6
 -
PAL 3050
25.98
3.58
0.197
0.197
2.94
21.64
9.99
6.1
3.4
2.0
 -
PAL 3130
27.99
4.92
0.118
0.118
1.99
15.79
6.78
9.1
3.7
2.0
 -
PAL 3140
27.99
4.96
0.157
0.157
2.65
21.03
9.02
12.1
4.9
2.7
 -
PAL 3150
27.99
5.00
0.197
0.197
3.31
26.21
11.24
15.1
6.0
3.3
 -
PAL 3260
27.56
5.87
0.236
0.236
3.97
31.04
13.52
22.7
7.7
4.6
 -
PAL 3270
27.56
5.91
0.276
0.276
4.57
35.75
15.57
26.4
8.9
5.3
 -
PAL 3280
27.56
5.94
0.315
0.315
5.30
41.39
18.02
30.1
10.1
6.0
 -
PAL 3290
27.56
5.98
0.354
0.354
6.02
47.04
20.48
33.8
11.3
6.8
12.9
PAU 2240
36.30
9.92
0.157
0.157
2.55
26.21
8.66
37.4
7.5
4.5
 -
PAU 2250
36.26
9.96
0.197
0.197
3.18
32.72
10.81
46.6
9.4
5.6
 -
PAU 2260
36.26
10.00
0.236
0.236
3.81
39.18
12.96
55.8
11.2
6.7
 -
PAU 2440
32.01
11.54
0.157
0.157
2.89
26.21
9.83
57.8
10.0
6.0
 -
PAU 2450
32.01
11.57
0.197
0.197
3.60
32.72
12.27
72.2
12.4
7.3
 -
PAU 2460
32.01
11.61
0.236
0.236
4.32
39.18
14.71
86.5
14.9
8.8
 -
PAU 2760
31.65
11.61
0.236
0.236
4.52
40.59
15.38
88.3
14.9
9.2
 -
PAU 2770
31.65
11.65
0.276
0.276
5.26
47.31
17.92
102.7
17.4
10.7
21.1
PAU 2780
31.65
11.69
0.315
0.315
6.00
53.96
20.44
117.1
19.8
12.2
24.0
b Width of a single pile
h Height
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
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