HP 360 x 152

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 360 x 152
152.0
356
376
17.8
17.9
194.0
1338
2.15
43970
15880
2468
845
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 360 x 152
102.14
14.02
14.80
0.70
0.70
30.07
207.39
7.05
1056.4
381.5
150.6
51.6
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