H 606x201

Japan

Dimensions

606 mm

depth

201 mm

flange width

t_f

20 mm

flange thickness

t_w

12 mm

web thickness

r₁

22 mm

fillet radius

Properties

120 kg/m

weight

15,200 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

101 mm

shear center distance to edge

x-x Axis

I_x

904ᴇ6 mm⁴

moment of inertia

S_x

2.98ᴇ6 mm³

elastic section modulus

Z_x

3.43ᴇ6 mm³

plastic section modulus

r_x

243 mm

radius of gyration

303 mm

distance from edge to centroidal axis

y_p

303 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

27.2ᴇ6 mm⁴

moment of inertia

S_y

271,000 mm³

elastic section modulus

Z_y

429,000 mm³

plastic section modulus

r_y

42.2 mm

radius of gyration

101 mm

distance from edge to centroidal axis

x_p

100 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.67ᴇ6 mm⁴

torsional constant

C_w

2.34ᴇ12 mm⁶

warping constant

W_no

29,400 mm²

normalized warping function

S_w1

29.6ᴇ6 mm⁴

warping statical moment

Allowable Strength Design

Beam Length

Steel Grade

Material

F_y

235 N/mm²

yield strength

F_u

400 N/mm²

ultimate tensile strength

Major Axis Bending

M_n

Ω_b

483 kN-m

available flexural strength

V_n

Ω_v

684 kN

available shear strength

W_max

1,270 kN

maximum uniform load

Open in beam calculator →

P_max

634 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

60.4 kN-m

available flexural strength

V_n

Ω_v

679 kN

available shear strength

W_max

158 kN

maximum uniform load

Open in beam calculator →

P_max

79.2 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,150 kN

available tensile strength

P_n

Ω_c

1,650 kN

available compressive strength

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