H 582x300

Japan

Dimensions

582 mm

depth

300 mm

flange width

t_f

17 mm

flange thickness

t_w

12 mm

web thickness

r₁

28 mm

fillet radius

Properties

137 kg/m

weight

17,400 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

1.03ᴇ9 mm⁴

moment of inertia

S_x

3.53ᴇ6 mm³

elastic section modulus

Z_x

3.97ᴇ6 mm³

plastic section modulus

r_x

243 mm

radius of gyration

291 mm

distance from edge to centroidal axis

y_p

291 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

76.7ᴇ6 mm⁴

moment of inertia

S_y

511,000 mm³

elastic section modulus

Z_y

793,000 mm³

plastic section modulus

r_y

66.3 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

1.73ᴇ6 mm⁴

torsional constant

C_w

6.12ᴇ12 mm⁶

warping constant

W_no

42,400 mm²

normalized warping function

S_w1

54ᴇ6 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

558 kN-m

available flexural strength

V_n

Ω_v

656 kN

available shear strength

W_max

1,310 kN

maximum uniform load

Open in beam calculator →

P_max

732 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

112 kN-m

available flexural strength

V_n

Ω_v

861 kN

available shear strength

W_max

293 kN

maximum uniform load

Open in beam calculator →

P_max

146 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,460 kN

available tensile strength

P_n

Ω_c

2,210 kN

available compressive strength

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