H 304x301

Japan

Dimensions

304 mm

depth

301 mm

flange width

t_f

17 mm

flange thickness

t_w

11 mm

web thickness

r₁

18 mm

fillet radius

Properties

106 kg/m

weight

13,500 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

151 mm

shear center distance to edge

x-x Axis

I_x

234ᴇ6 mm⁴

moment of inertia

S_x

1.54ᴇ6 mm³

elastic section modulus

Z_x

1.71ᴇ6 mm³

plastic section modulus

r_x

132 mm

radius of gyration

152 mm

distance from edge to centroidal axis

y_p

152 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

77.3ᴇ6 mm⁴

moment of inertia

S_y

514,000 mm³

elastic section modulus

Z_y

781,000 mm³

plastic section modulus

r_y

75.7 mm

radius of gyration

150 mm

distance from edge to centroidal axis

x_p

151 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.24ᴇ6 mm⁴

torsional constant

C_w

1.59ᴇ12 mm⁶

warping constant

W_no

21,600 mm²

normalized warping function

S_w1

27.6ᴇ6 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

240 kN-m

available flexural strength

V_n

Ω_v

314 kN

available shear strength

W_max

629 kN

maximum uniform load

Open in beam calculator →

P_max

315 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

110 kN-m

available flexural strength

V_n

Ω_v

864 kN

available shear strength

W_max

288 kN

maximum uniform load

Open in beam calculator →

P_max

144 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,900 kN

available tensile strength

P_n

Ω_c

1,750 kN

available compressive strength

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