H 394x398

Japan

Dimensions

394 mm

depth

398 mm

flange width

t_f

18 mm

flange thickness

t_w

11 mm

web thickness

r₁

22 mm

fillet radius

Properties

147 kg/m

weight

18,700 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

199 mm

shear center distance to edge

x-x Axis

I_x

561ᴇ6 mm⁴

moment of inertia

S_x

2.85ᴇ6 mm³

elastic section modulus

Z_x

3.12ᴇ6 mm³

plastic section modulus

r_x

173 mm

radius of gyration

197 mm

distance from edge to centroidal axis

y_p

197 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

189ᴇ6 mm⁴

moment of inertia

S_y

951,000 mm³

elastic section modulus

Z_y

1.44ᴇ6 mm³

plastic section modulus

r_y

101 mm

radius of gyration

199 mm

distance from edge to centroidal axis

x_p

199 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.94ᴇ6 mm⁴

torsional constant

C_w

6.69ᴇ12 mm⁶

warping constant

W_no

37,400 mm²

normalized warping function

S_w1

67ᴇ6 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

439 kN-m

available flexural strength

V_n

Ω_v

407 kN

available shear strength

W_max

815 kN

maximum uniform load

Open in beam calculator →

P_max

576 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

203 kN-m

available flexural strength

V_n

Ω_v

1,210 kN

available shear strength

W_max

532 kN

maximum uniform load

Open in beam calculator →

P_max

266 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,630 kN

available tensile strength

P_n

Ω_c

2,510 kN

available compressive strength

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