HZ®-M Combinations - Combination HZ ... M - C23

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 630M
772.5
557210
17580
16135
 - -
606.4
HZ 880M A
685.6
849130
20500
18925
 - -
538.2
HZ 880M B
750.3
919420
22150
20540
 - -
589.0
HZ 880M C
780.8
970120
23285
21695
 - -
613.0
HZ 1080M A
845.7
1633800
30420
28590
 - -
663.8
HZ 1080M B
894.1
1769060
32800
30995
 - -
701.9
HZ 1080M C
979.7
1928510
35635
33855
 - -
769.1
HZ 1080M D
1049.8
2086700
38330
36685
 - -
824.1
HZ 1180M A
1105.1
2204240
40235
38790
 - -
867.5
HZ 1180M B
1139.1
2302720
41905
40545
 - -
894.2
HZ 1180M C
1209.4
2466050
44575
43075
 - -
949.4
HZ 1180M D
1258.2
2567270
46280
44880
 - -
987.7
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 630M
36.50
4080.4
327.0
300.1
 - -
124.21
HZ 880M A
32.39
6218.2
381.3
352.0
 - -
110.23
HZ 880M B
35.45
6732.9
412.0
382.0
 - -
120.63
HZ 880M C
36.89
7104.2
433.1
403.5
 - -
125.54
HZ 1080M A
39.95
11964.3
565.8
531.8
 - -
135.97
HZ 1080M B
42.24
12954.8
610.1
576.5
 - -
143.75
HZ 1080M C
46.28
14122.5
662.8
629.7
 - -
157.51
HZ 1080M D
49.60
15280.9
712.9
682.3
 - -
168.79
HZ 1180M A
52.21
16141.6
748.4
721.5
 - -
177.69
HZ 1180M B
53.81
16862.8
779.4
754.1
 - -
183.14
HZ 1180M C
57.14
18058.9
829.1
801.2
 - -
194.45
HZ 1180M D
59.44
18800.1
860.8
834.8
 - -
202.29
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