ArcelorMittal

Combination HZ...M-24/AZ 25-800

Combination HZ...M-24/AZ 25-800

E660c950e64b42f5753b60811ca6ec19

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 A354,335195082507630242260278
HZ 880M B378,337840088758245261279297
HZ 880M C389,539691092808665269287306
HZ 1080M A414,36469701176011065289307325
HZ 1080M B431,86959001261011935302321339
HZ 1080M C463,57554301367013005327346364
HZ 1080M D489,38137801466514045348366384
HZ 1180M A509,88575001537014825364382400
HZ 1180M B522,18933001597015460373392410
HZ 1180M C549,49559701701016445394413431
HZ 1180M D567,79941601765017125409427446
Show values in imperial units

 

bsys  Combination HZ...M-24/AZ 25-800 : 2598 mm,  102.28 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 connector
Wel,y** Equivalent elastic section modulus of the combination related to the extreme fiber of the flange
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