HP 260 x 75

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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 260 x 75
75.0
249
265
12.0
12.0
95.5
660
1.49
10650
3733
855
282
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 260 x 75
50.40
9.80
10.43
0.47
0.47
14.80
102.30
4.89
255.9
89.7
52.2
17.2
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