HP 320 x 117

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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 320 x 117
117.0
311
308
16.0
16.0
150.0
958
1.78
25480
7815
1638
508
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 320 x 117
78.62
12.24
12.13
0.63
0.63
23.25
148.49
5.84
612.2
187.8
100.0
31.0
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