H 482x300

Japan

Dimensions

482 mm

depth

300 mm

flange width

t_f

15 mm

flange thickness

t_w

11 mm

web thickness

r₁

26 mm

fillet radius

Properties

114 kg/m

weight

14,600 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

604ᴇ6 mm⁴

moment of inertia

S_x

2.5ᴇ6 mm³

elastic section modulus

Z_x

2.79ᴇ6 mm³

plastic section modulus

r_x

204 mm

radius of gyration

241 mm

distance from edge to centroidal axis

y_p

241 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

67.6ᴇ6 mm⁴

moment of inertia

S_y

451,000 mm³

elastic section modulus

Z_y

695,000 mm³

plastic section modulus

r_y

68.2 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

1.18ᴇ6 mm⁴

torsional constant

C_w

3.69ᴇ12 mm⁶

warping constant

W_no

35,000 mm²

normalized warping function

S_w1

39.4ᴇ6 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

410 kN-m

available flexural strength

V_n

Ω_v

520 kN

available shear strength

W_max

1,040 kN

maximum uniform load

Open in beam calculator →

P_max

538 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

102 kN-m

available flexural strength

V_n

Ω_v

792 kN

available shear strength

W_max

268 kN

maximum uniform load

Open in beam calculator →

P_max

134 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,130 kN

available tensile strength

P_n

Ω_c

1,920 kN

available compressive strength

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