HZ®-M Combinations - HZ ... M - C1

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
830.8
1590360
29095
29715
 - -
652.2
HZ 1080M B
880.0
1728110
31540
32185
 - -
690.8
HZ 1080M C
965.7
1887970
34395
35035
 - -
758.0
HZ 1080M D
1035.8
2046410
37100
37880
 - -
813.1
HZ 1180M A
1091.2
2164320
39025
39990
 - -
856.6
HZ 1180M B
1127.6
2270310
40910
41820
 - -
885.2
HZ 1180M C
1192.6
2418290
43130
44615
 - -
936.2
HZ 1180M D
1246.5
2535560
45310
46515
 - -
978.5
HZ 630M
757.3
542340
16780
16900
 - -
594.5
HZ 880M A
671.0
823630
19460
19865
 - -
526.8
HZ 880M B
736.4
895380
21175
21475
 - -
578.1
HZ 880M C
766.9
946160
22310
22650
 - -
602.0
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
39.25
11646.2
541.2
552.7
 - -
133.58
HZ 1080M B
41.58
12654.9
586.6
598.6
 - -
141.49
HZ 1080M C
45.62
13825.6
639.7
651.7
 - -
155.26
HZ 1080M D
48.93
14985.9
690.1
704.6
 - -
166.53
HZ 1180M A
51.55
15849.3
725.9
743.8
 - -
175.45
HZ 1180M B
53.27
16625.5
760.9
777.9
 - -
181.29
HZ 1180M C
56.34
17709.1
802.2
829.8
 - -
191.75
HZ 1180M D
58.89
18567.9
842.8
865.2
 - -
200.40
HZ 630M
35.78
3971.6
312.1
314.3
 - -
121.77
HZ 880M A
31.70
6031.4
362.0
369.5
 - -
107.89
HZ 880M B
34.79
6556.9
393.9
399.4
 - -
118.40
HZ 880M C
36.23
6928.7
415.0
421.3
 - -
123.31
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