HEB 300

Europe

Dimensions

300 mm

depth

300 mm

flange width

t_f

19 mm

flange thickness

t_w

11 mm

web thickness

r₁

27 mm

fillet radius

Secondary Dimensions

h_w

208 mm

depth between fillets

A_L

1,730 mm

perimeter

Properties

117 kg/m

weight

14,900 mm²

area

A_vz

4,740 mm²

shear area (load parallel to web)

x_o

0 mm

shear center distance to centroid

e_o

150 mm

shear center distance to edge

x-x Axis

I_x

252ᴇ6 mm⁴

moment of inertia

W_el.x

1.68ᴇ6 mm³

elastic section modulus

W_pl.x

1.87ᴇ6 mm³

plastic section modulus

i_x

130 mm

radius of gyration

z_s

150 mm

distance from edge to centroidal axis

y_p

150 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

85.6ᴇ6 mm⁴

moment of inertia

W_el.y

571,000 mm³

elastic section modulus

W_pl.y

870,000 mm³

plastic section modulus

i_y

75.8 mm

radius of gyration

y_s

150 mm

distance from edge to centroidal axis

x_p

150 mm

horizontal distance from edge to plastic neutral axis

Torsion

I_t

1.85ᴇ6 mm⁴

torsional constant

I_w

1.69ᴇ12 mm⁶

warping constant

W_no

21,100 mm²

normalized warping function

S_w1

30ᴇ6 mm⁴

warping statical moment

Additional Properties

A_G

14.8 m²/g

painting surface per unit weight

p_min

120 mm

allowable edge distance

p_max

198 mm

allowable edge distance

s_s

80.6 mm

length of stiff bearing

Allowable Strength Design

Beam Length

Steel Grade

Material

F_y

345 N/mm²

yield strength

F_u

470 N/mm²

ultimate tensile strength

Major Axis Bending

M_n

Ω_b

386 kN-m

available flexural strength

V_n

Ω_v

455 kN

available shear strength

W_max

911 kN

maximum uniform load

Minor Axis Bending

M_n

Ω_b

180 kN-m

available flexural strength

V_n

Ω_v

1,410 kN

available shear strength

W_max

472 kN

maximum uniform load

Axial Strength

P_n

2,630 kN

available tensile strength

P_n

Ω_c

2,750 kN

available compressive strength

Beam Calculators for HEB300

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