Structural Section Properties for European HLZ Beams

European HLZ Beams
MASS PER LENGTH
G
kg/m
AREA
A
cm2
DEPTH
h
mm
WIDTH
b
mm
WEB THICK.
tw
mm
FLANGE THICK.
tf
mm
ROOT RADIUS
r
mm
WEB DEPTH
hi
mm
DEPTH B/T FILLETS
d
mm
SEC. MOM. OF AREA
Iy
cm4
RAD. OF GYRATION
iy
cm
ELASTIC MODULUS
Wel,y
cm3
PLASTIC MODULUS
Wpl,y
cm3
SHEAR AREA
Avz
cm2
SEC. MOM. OF AREA
Iz
cm4
RAD. OF GYRATION
iz
cm
ELASTIC MODULUS
Wel,z
cm3
PLASTIC MODULUS
Wpl,z
cm3
TORSION CONST.
It
cm4
WARPING CONST.
Iw
dm6
SURF. AREA PER L
AL
m2
SURF. AREA PER G
AG
m2/t
HLZ 1100 A 393 500.8 1075.4 458 20 31 35 0 935.9 983100 44.3 18280 20670 241.2 47950 9.78 2094 3308 1598 122 3.858 9.814
HLZ 1100 B 408 519.1 1079.4 458 20 33 35 0 935.9 1036000 44.68 19200 21650 242.9 51150 9.93 2234 3517 1750 131.2 3.866 9.486
HLZ 1100 C 430 548.3 1083.4 459 21 35 35 0 935.9 1100000 44.8 20310 22940 255 54730 9.99 2385 3784 2051 141.3 3.876 9.004
HLZ 1100 D 453 577.5 1087.4 460 22 37 35 0 935.9 1165000 44.92 21430 24230 267.2 58350 10.05 2537 3993 2384 151.7 3.886 8.572