H 400x408

Japan

Dimensions

400 mm

depth

408 mm

flange width

t_f

21 mm

flange thickness

t_w

21 mm

web thickness

r₁

22 mm

fillet radius

Properties

197 kg/m

weight

25,100 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

204 mm

shear center distance to edge

x-x Axis

I_x

709ᴇ6 mm⁴

moment of inertia

S_x

3.54ᴇ6 mm³

elastic section modulus

Z_x

3.99ᴇ6 mm³

plastic section modulus

r_x

168 mm

radius of gyration

200 mm

distance from edge to centroidal axis

y_p

200 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

238ᴇ6 mm⁴

moment of inertia

S_y

1.17ᴇ6 mm³

elastic section modulus

Z_y

1.79ᴇ6 mm³

plastic section modulus

r_y

97.5 mm

radius of gyration

204 mm

distance from edge to centroidal axis

x_p

204 mm

horizontal distance from edge to plastic neutral axis

Torsion

4.15ᴇ6 mm⁴

torsional constant

C_w

8.55ᴇ12 mm⁶

warping constant

W_no

38,700 mm²

normalized warping function

S_w1

82.8ᴇ6 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

562 kN-m

available flexural strength

V_n

Ω_v

790 kN

available shear strength

W_max

1,470 kN

maximum uniform load

Open in beam calculator →

P_max

737 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

252 kN-m

available flexural strength

V_n

Ω_v

1,450 kN

available shear strength

W_max

663 kN

maximum uniform load

Open in beam calculator →

P_max

331 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

3,530 kN

available tensile strength

P_n

Ω_c

3,360 kN

available compressive strength

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