HZ®-M Combinations - HZ ... M - 24 / AZ 25-800

Section Properties
A Iy Wel,y* Wel,y** G60% G80% G100%
cm2/m cm4/m cm3/m cm3/m kg/m2 kg/m2 kg/m2
HZ 1080M A
414.3
646970
11760
11065
289
307
325.0
HZ 1080M B
431.8
695900
12610
11935
302
321
339.0
HZ 1080M C
463.5
755430
13670
13005
327
346
364.0
HZ 1080M D
489.3
813780
14665
14045
348
366
384.0
HZ 1180M A
509.8
857500
15370
14825
364
382
400.0
HZ 1180M B
522.1
893300
15970
15460
373
392
410.0
HZ 1180M C
549.4
955970
17010
16445
394
413
431.0
HZ 1180M D
567.7
994160
17650
17125
409
427
446.0
HZ 630M
377.5
236070
7245
6665
259
278
296.0
HZ 880M A
357.5
356530
8360
7735
244
262
281.0
HZ 880M B
381.6
382980
8985
8350
263
281
300.0
HZ 880M C
392.7
401480
9395
8770
272
290
308.0
Section Properties
A Iy Wel,y* Wel,y** G60% G80% G100%
in2/ft in4/ft in3/ft in3/ft lb/ft2 lb/ft2 lb/ft2
HZ 1080M A
19.57
4737.8
218.7
205.9
59.11
62.86
66.61
HZ 1080M B
20.40
5096.1
234.6
221.9
61.92
65.67
69.42
HZ 1080M C
21.90
5532.0
254.3
241.9
67.03
70.77
74.52
HZ 1080M D
23.12
5959.3
272.7
261.2
71.18
74.93
78.67
HZ 1180M A
24.09
6279.5
285.9
275.8
74.49
78.23
81.97
HZ 1180M B
24.67
6541.6
297.1
287.6
76.47
80.21
83.95
HZ 1180M C
25.95
7000.6
316.4
305.9
80.75
84.54
88.33
HZ 1180M D
26.82
7280.2
328.3
318.5
83.70
87.49
91.27
HZ 630M
17.84
1728.7
134.8
124.0
52.99
56.84
60.70
HZ 880M A
16.89
2610.9
155.5
143.9
50.00
53.74
57.48
HZ 880M B
18.03
2804.6
167.1
155.3
53.88
57.61
61.35
HZ 880M C
18.55
2940.0
174.7
163.1
55.67
59.40
63.13
A Cross sectional steel area
Iy Moment of inertia
Wel,y* Equivalent elastic section modulus (HZ-M)
Wel,y** Equivalent elastic section modulus (RZD/RZU/RH)
G60% Mass for LAZ = 0.6*L HZ-M
G80% Mass for LAZ = 0.8*L HZ-M
G100% Mass for LAZ = 1.0*L HZ-M
Note LAZ = length AZ, LHZ-M = length HZ-M