fyk = 355 #N/mm^2
E = 200000 #Mpa
G = 81000 #N/mm^2

# HE300B
h = 300 #mm (section height)
b = 300 #mm (section width)
tw = 11 #mm (web width)
tf = 19 #mm (flange width)
A = 161.3*10**2  #mm^2 (total area)
Iy = 25170*10**4 #mm^4 (second moment of area, y axis)
iy = 13*10 #mm (radius of gyration, y axis)
Wy = 1678*10**3 #mm^3 (elastic section modulus, y axis

Iz = 8563*10**4 #mm^4 (torsional constant)
Iw = (Iz*(h - tf)**2)/4 #mm^6 (warping constant

fyk  = 355 # N/mm^2
E =  200000 # Mpa
G = 81000 # N/mm^2
8ff3c976889b6cf3d2d20871da6b867cb22b57a4
<mask token>

fyk = 355
E = 200000
G = 81000
h = 300
b = 300
tw = 11
tf = 19
A = 161.3 * 10 ** 2
Iy = 25170 * 10 ** 4
iy = 13 * 10
Wy = 1678 * 10 ** 3
Iz = 8563 * 10 ** 4
Iw = Iz * (h - tf) ** 2 / 4
fyk = 355
E = 200000
G = 81000

fyk = 355 #N/mm^2
E = 200000 #Mpa
G = 81000 #N/mm^2

# HE300B
h = 300 #mm (section height)
b = 300 #mm (section width)
tw = 11 #mm (web width)
tf = 19 #mm (flange width)
A = 161.3*10**2  #mm^2 (total area)
Iy = 25170*10**4 #mm^4 (second moment of area, y axis)
iy = 13*10 #mm (radius of gyration, y axis)
Wy = 1678*10**3 #mm^3 (elastic section modulus, y axis

Iz = 8563*10**4 #mm^4 (torsional constant)
Iw = (Iz*(h - tf)**2)/4 #mm^6 (warping constant

fyk  = 355 # N/mm^2
E =  200000 # Mpa
G = 81000 # N/mm^2