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%
in2/ft in4/ft in3/ft in3/ft lb/ft2 lb/ft2 lb/ft2
HZ 680M LT15,461 451,1114,9103,145,1448,8752,61
HZ 880M A16,742 577,3153,5141,949,4853,2256,96
HZ 880M B17,872 771,0165,1153,453,3657,0960,83
HZ 880M C18,402 906,6172,6161,255,1558,8862,62
HZ 1080M A19,664 770,5220,3207,359,4063,1566,91
HZ 1080M B20,495 128,7236,1223,462,2165,9769,72
HZ 1080M C21,985 564,6255,8243,367,3271,0774,81
HZ 1080M D23,205 991,9274,3262,771,4875,2278,96
HZ 1180M A24,176 312,1287,4277,274,7878,5282,26
HZ 1180M B24,756 574,2298,6289,076,7780,5184,25
HZ 1180M C26,047 033,1317,9307,481,0484,8388,62
HZ 1180M D26,917 312,7329,8320,084,0087,7891,57
Show values in metric 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