H 390x300

Japan

Dimensions

390 mm

depth

300 mm

flange width

t_f

16 mm

flange thickness

t_w

10 mm

web thickness

r₁

22 mm

fillet radius

Properties

107 kg/m

weight

13,600 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

150 mm

shear center distance to edge

x-x Axis

I_x

387ᴇ6 mm⁴

moment of inertia

S_x

1.98ᴇ6 mm³

elastic section modulus

Z_x

2.19ᴇ6 mm³

plastic section modulus

r_x

169 mm

radius of gyration

195 mm

distance from edge to centroidal axis

y_p

195 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

72.1ᴇ6 mm⁴

moment of inertia

S_y

481,000 mm³

elastic section modulus

Z_y

733,000 mm³

plastic section modulus

r_y

72.8 mm

radius of gyration

150 mm

distance from edge to centroidal axis

x_p

150 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.14ᴇ6 mm⁴

torsional constant

C_w

2.52ᴇ12 mm⁶

warping constant

W_no

28,100 mm²

normalized warping function

S_w1

33.7ᴇ6 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

321 kN-m

available flexural strength

V_n

Ω_v

382 kN

available shear strength

W_max

764 kN

maximum uniform load

Open in beam calculator →

P_max

421 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

108 kN-m

available flexural strength

V_n

Ω_v

845 kN

available shear strength

W_max

282 kN

maximum uniform load

Open in beam calculator →

P_max

141 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,000 kN

available tensile strength

P_n

Ω_c

1,820 kN

available compressive strength

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