H 388x402

Japan

Dimensions

388 mm

depth

402 mm

flange width

t_f

15 mm

flange thickness

t_w

15 mm

web thickness

r₁

22 mm

fillet radius

Properties

140 kg/m

weight

17,800 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

201 mm

shear center distance to edge

x-x Axis

I_x

490ᴇ6 mm⁴

moment of inertia

S_x

2.52ᴇ6 mm³

elastic section modulus

Z_x

2.8ᴇ6 mm³

plastic section modulus

r_x

166 mm

radius of gyration

194 mm

distance from edge to centroidal axis

y_p

194 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

163ᴇ6 mm⁴

moment of inertia

S_y

809,000 mm³

elastic section modulus

Z_y

1.24ᴇ6 mm³

plastic section modulus

r_y

95.4 mm

radius of gyration

201 mm

distance from edge to centroidal axis

x_p

201 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.56ᴇ6 mm⁴

torsional constant

C_w

5.66ᴇ12 mm⁶

warping constant

W_no

37,500 mm²

normalized warping function

S_w1

56.5ᴇ6 mm⁴

warping statical moment

Allowable Strength Design

Beam Length

Steel Grade

Material

F_y

245 N/mm²

yield strength

F_u

400 N/mm²

ultimate tensile strength

Major Axis Bending

M_n

Ω_b

389 kN-m

available flexural strength

V_n

Ω_v

570 kN

available shear strength

W_max

1,020 kN

maximum uniform load

Open in beam calculator →

P_max

511 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

167 kN-m

available flexural strength

V_n

Ω_v

1,060 kN

available shear strength

W_max

439 kN

maximum uniform load

Open in beam calculator →

P_max

220 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,620 kN

available tensile strength

P_n

Ω_c

2,480 kN

available compressive strength

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