H 600x200

Japan

Dimensions

600 mm

depth

200 mm

flange width

t_f

17 mm

flange thickness

t_w

11 mm

web thickness

r₁

22 mm

fillet radius

Properties

106 kg/m

weight

13,400 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

100 mm

shear center distance to edge

x-x Axis

I_x

776ᴇ6 mm⁴

moment of inertia

S_x

2.59ᴇ6 mm³

elastic section modulus

Z_x

2.98ᴇ6 mm³

plastic section modulus

r_x

240 mm

radius of gyration

300 mm

distance from edge to centroidal axis

y_p

300 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

22.8ᴇ6 mm⁴

moment of inertia

S_y

228,000 mm³

elastic section modulus

Z_y

362,000 mm³

plastic section modulus

r_y

41.2 mm

radius of gyration

100 mm

distance from edge to centroidal axis

x_p

100 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.13ᴇ6 mm⁴

torsional constant

C_w

1.94ᴇ12 mm⁶

warping constant

W_no

29,200 mm²

normalized warping function

S_w1

24.8ᴇ6 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

419 kN-m

available flexural strength

V_n

Ω_v

620 kN

available shear strength

W_max

1,100 kN

maximum uniform load

Open in beam calculator →

P_max

550 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

50.9 kN-m

available flexural strength

V_n

Ω_v

574 kN

available shear strength

W_max

134 kN

maximum uniform load

Open in beam calculator →

P_max

66.8 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,890 kN

available tensile strength

P_n

Ω_c

1,440 kN

available compressive strength

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