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 680M LT263,014346042454810162184206
HZ 880M A279,523770053156085175197219
HZ 880M B294,425447057206445187209231
HZ 880M C301,226585059706705192214236
HZ 1080M A317,142116073658260204227249
HZ 1080M B327,945174079008810213235257
HZ 1080M C347,448857085609455228250273
HZ 1080M D363,2524500916510095240263285
HZ 1180M A375,8551520960510575250273295
HZ 1180M B383,95752201002010980257279301
HZ 1180M C399,56100101055511625268291314
HZ 1180M D411,96373901106512060278301323
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