HP 305 x 110

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 305 x 110
110.0
308
311
15.3
15.4
140.0
955
1.80
23560
7709
1531
496
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 305 x 110
73.92
12.13
12.24
0.60
0.61
21.70
148.03
5.91
566.0
185.2
93.4
30.3
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