HP 400 x 213

Section Mass Dimensions Properties
G h b tw tf A Atot P I Wel
y-y z-z y-y z-z
kg/m mm mm mm mm cm² cm² m cm4 cm4 cm3 cm3
HP 400 x 213
213.0
368
400
24.0
24.0
271.0
1472
2.26
63920
25640
3474
1282
Section Mass Dimensions Properties
G h b tw tf A Atot P I Wel
y-y z-z y-y z-z
lb/ft in in in in in² in² ft in4 in4 in3 in3
HP 400 x 213
143.13
14.49
15.75
0.94
0.94
42.01
228.16
7.41
1535.7
616.0
212.0
78.2
G Mass
h Height
b Width of flange
tw Thickness of web
tf Thickness of flange
A Cross sectional steel area
Atot = h x b Total area
P Perimeter
I Moment of inertia
Wel Elastic section modulus