HZ®-M Combinations - HZ ... M - 14 / 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
333.4
471210
8985
8430
211
236
262.0
HZ 1080M B
344.1
501000
9500
8965
219
245
270.0
HZ 1080M C
363.6
537410
10135
9615
235
260
285.0
HZ 1080M D
379.4
573070
10725
10255
247
273
298.0
HZ 1180M A
392.0
599840
11145
10750
257
282
308.0
HZ 1180M B
399.5
621680
11505
11125
263
288
314.0
HZ 1180M C
419.9
669920
12270
11850
277
303
330.0
HZ 1180M D
431.2
693380
12660
12270
286
312
338.0
HZ 630M
309.9
183690
5960
5455
192
218
243.0
HZ 880M A
298.9
272120
6765
6230
184
209
235.0
HZ 880M B
313.7
288290
7130
6600
196
221
246.0
HZ 880M C
320.5
299560
7375
6860
201
226
252.0
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
15.75
3450.7
167.1
156.8
43.24
48.42
53.61
HZ 1080M B
16.26
3668.8
176.7
166.7
44.95
50.14
55.33
HZ 1080M C
17.18
3935.5
188.5
178.9
48.09
53.27
58.45
HZ 1080M D
17.92
4196.6
199.5
190.8
50.63
55.81
61.00
HZ 1180M A
18.52
4392.6
207.3
199.9
52.66
57.84
63.02
HZ 1180M B
18.87
4552.5
214.0
207.0
53.87
59.05
64.23
HZ 1180M C
19.84
4905.9
228.2
220.5
56.72
62.11
67.51
HZ 1180M D
20.37
5077.6
235.4
228.2
58.53
63.93
69.32
HZ 630M
14.64
1345.2
110.8
101.5
39.29
44.56
49.83
HZ 880M A
14.12
1992.8
125.8
115.9
37.70
42.88
48.06
HZ 880M B
14.82
2111.1
132.6
122.8
40.09
45.26
50.43
HZ 880M C
15.14
2193.7
137.1
127.6
41.18
46.35
51.52
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