ArcelorMittal

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

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

2dd8300a0743ea6d2129e67a6dd4b95a

Sections Properties per ft 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 LT12,431 050,679,089,533,1637,7242,29
HZ 880M A13,211 740,798,9113,235,8040,3744,94
HZ 880M B13,911 863,5106,4119,938,2142,7747,34
HZ 880M C14,231 946,8111,0124,739,3043,8748,43
HZ 1080M A14,983 084,2137,0153,641,8346,4050,98
HZ 1080M B15,493 308,1146,9163,943,5748,1552,72
HZ 1080M C16,413 577,8159,2175,946,7051,2855,85
HZ 1080M D17,163 840,9170,5187,849,2553,8258,40
HZ 1180M A17,764 038,8178,7196,751,2855,8560,42
HZ 1180M B18,144 212,3186,4204,252,5857,1561,72
HZ 1180M C18,874 467,1196,3216,254,9659,6064,23
HZ 1180M D19,464 667,6205,8224,356,9661,5966,23
Show values in metric 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