HP 200 x 43

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 200 x 43
42.5
200
205
9.0
9.0
54.1
410
1.18
3888
1294
389
126
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 200 x 43
28.56
7.87
8.07
0.35
0.35
8.39
63.55
3.87
93.4
31.1
23.7
7.7
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