ArcelorMittal

Combination HZ...M-12/AZ 25-800

Combination HZ...M-12/AZ 25-800

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Sections Properties per m of wall Mass of combination with
intermediary section AZ 25-800
A Iy Wel,y* Wel,y** G60% G80% G100%
cm2/m cm4/m cm3/m cm3/m kg/m2 kg/m2 kg/m2
HZ 880M A279,523770053156085175197219
HZ 880M B294,425447057206445187209231
HZ 880M C301,226585059706705192214236
HZ 1080M A316,041841073158205203226248
HZ 1080M B326,844900078508755212234257
HZ 1080M C346,348583085109400227249272
HZ 1080M D362,1521780912010045240262284
HZ 1180M A374,7548790956010525250272294
HZ 1180M B382,8572490997010935256278300
HZ 1180M C398,46072901050511575267290313
HZ 1180M D410,86346701101512010277300322
Show values in imperial units

 bsys HZ-M= 2127 mm,  83.74 in
 


A Cross sectional steel area
Iy Moment of inertia about the main neutral axis y-y
Wel,y* Equivalent elastic section modulus of the combination related to the extreme fiber of the flange
Wel,y** Equivalent elastic section modulus of the combination related to the extreme fiber of the connector
G60% Mass of the combination with length of the infill sheets=60% of the length of the HZ-M-piles
G80% Mass of the combination with length of the infill sheets=80% of the length of the HZ-M-piles
G100% Mass of the combination with length of the infill sheets=100% of the length of the HZ-M-piles