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 680M LT327,219816061755545220239257
HZ 880M A354,335195082507630242260278
HZ 880M B378,337840088758245261279297
HZ 880M C389,539691092808665269287306
HZ 1080M A416,16514401184511145290308327
HZ 1080M B433,67003601269512010304322340
HZ 1080M C465,37598801375513080329347365
HZ 1080M D491,18182301474514125349367386
HZ 1180M A511,78619501545014905365383402
HZ 1180M B524,08977501605515540375393411
HZ 1180M C551,29604101709016525396414433
HZ 1180M D569,59986001773017205410429447
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